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Grant Engineering (Ireland) Ltd. 1
GRANT ENGINEERING
LTD.
ANNUAL ENVIRONMENTAL
REPORT
JAN 2018 – DEC 2018
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Grant Engineering (Ireland) ulc. 2
CONTENTS: Page Introduction 3
Environmental Policy 4
Summary Information 5
Waste Management Record
Environmental Management Projects 6
Reduction of waste sent to landfill 6
Reduction of water usage 7
Reduction in scrap steel percentage produced 8
Reduction in packing material on raw materials 9
Biannual recycling comparison 10
Environmental Noise Survey 11
Emission to Sewage Test Reports 25
Emission to sewage reports (X 2) 25
Emission to sewage explanation 27
Waste Stream Summary 28
Resource Consumption 29
Site Map 30
Oil tank and chemical bund testing 31
Reported incidents summary 31
Monitoring of emissions to sewers 31
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Grant Engineering (Ireland) ulc. 3
INTRODUCTION
Company Name: Grant Engineering Ireland ulc
Site Location: Crinkle, Birr, Co. Offaly
Activities on Site: Production of Domestic Heating
Appliances
Licence Registrar Number: P0294 - 01
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Grant Engineering (Ireland) ulc. 4
Environmental Policy:
It is the philosophy of Grant Engineering Ireland ulc that the Environment is
everybody’s responsibility. Grant Engineering is committed to promoting
environmental and energy awareness to our employees and encouraging
them to play an active role in Grants commitment to its environmental
policy.
The Organization commits itself to the task of setting Goals and Objectives
as a means of continually improving the environmental system, this is done
on an on-going basis to examine, assess and if possible, improve the system.
It is the policy of Grant Engineering Ireland ulc to ensure that its
Environmental System complies with the requirements of all relevant legal
requirements, codes of practice, and Regulations and to uphold the
conditions set down by our IPC License.
We will continue to promote, develop and implement waste prevention,
reduction, reuse and recycling on-site in a systematic and cost-effective
manner. We are committed to improving our resource efficiency through
reduction of energy use and waste, reducing our carbon footprint, and
working with our customers to make more environmentally sensitive
choices.
Organizational Chart for Environmental Management
Managing Director General Manager
Environmental Team
Members
Technical Officer
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Grant Engineering (Ireland) ulc. 5
SUMMARY INFORMATION Provided in electronic format.
WASTE MANAGEMENT RECORD
No consignments of hazardous waste were rejected.
European Waste
Catalogue Code
Hazardous (Yes/No)
Description of Waste
Hazardous Waste Tag
Quantity (t/year)
Disposal/ Recovery Code
Location of
Disposal/ Recovery
Name of Waste
Disposal Recovery
Contractor
EPA Licence /
Permit Reference
for Treatment
Facility
20 03 01 NO CANTEEN WASTE 3.97 D1 Deposit on, in or
under land.
(b) Off-site
Ireland AES W0104-03
16 01 17 NO SCRAP METAL 1403.4
R4 Recycling/reclamation of metals and metal
compounds
(b) Off-site
Ireland
The Hammond Lane Metal
Co. Ltd.
WFP-WM-2011-002-
01
08 01 13* YES SPRAY BOOTH
SLUDGE
9 Paint/Ink/Varnish
Sludge 6.44
R3 Recycling/reclamation of organic substances
(c) Off-site
Abroad
ENVA PORTLAOISE
W0 184-1
17 06 04 NO ROCKWOOL INSULATION
2.94 D1 Deposit on, in or
under land.
(b) Off-site
Ireland AES W0104-03
15 01 03 NO BROKEN PALLETS 107.9
R5 Recycling/reclamation
of other inorganic materials
(b) Off-site
Ireland
Connaught Timber
WFP-G-11-0004-
01
20 01 08 NO BIODEGRADEABLE
KITCHEN AND CANTEEN WASTE
0.28 R3
Recycling/reclamation of organic substances
(b) Off-site
Ireland AES W0104-03
15 01 01 NO PAPER AND
CARDBOARD 101.15
R5 Recycling/reclamation
of other inorganic materials
(b) Off-site
Ireland AES W0104-03
20 03 01 NO OFFICE &
FACTORY WASTE 58.91
D1 Deposit on, in or under land.
(b) Off-site
Ireland AES W0104-03
15 01 02 NO PACKAGING MATERIAL
5.74
R5 Recycling/reclamation
of other inorganic materials
(b) Off-site
Ireland AES W0104-03
13 02 08
YES Lubricating oil 0
R9 Used oil re-refining or other uses
(c) Off-site
Abroad
ENVA PORTLAOISE
W0 184-1
20 01 27 YES WASTE SILICONE
ADHESIVE 0.364
R3 Recycling/reclamation of organic substances
(c) Off-site
Abroad
ENVA PORTLAOISE
W0 184-1
20 01 35 YES Electronic and
electrical 0.21
R4 Recycling/reclamation of metals and metal
compounds
(c) Off-site
Abroad
KMK Metal Recycling Tullamore
WFP-WM-2016-07
20 03 33 YES Batteries and Accumalators
0.42 D10 Incineration on
land
(c) Off-site
Abroad
KMK Metal Recycling Tullamore
WFP-WM-2016-07
20 01 21 YES Florescent tubes .042
R4 Recycling/reclamation of metals and metal
compounds
(c) Off-site
Abroad
KMK Metal Recycling Tullamore
WFP-WM-2016-07
15 02 02
YES PAINT RAGS 0.208 R3
Recycling/reclamation of organic substances
(c) Off-site
Abroad
ENVA PORTLAOISE
W0 184-1
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Grant Engineering (Ireland) ulc. 6
Environmental Management Projects TITLE: Reduction of waste sent to landfill.
REASON FOR UNDER TAKING PROJECT:
To contribute to a cleaner environment and reduce costs.
PROJECT SUMMARY FOR 2017:
In 2018 we sent 66.2 tons of general waste to landfill. This is a decrease of 1.24 tons from the
previous year, 2017.
Target for 2018 = 1kg waste per boiler
Result for 2018 = 1.22 kg waste per boiler
TARGET FOR 2019: 1 kg waste per boiler
In 2018 the amount of waste to per boiler decreased by .03 of a kg from 2017. Although our
production levels have increased by 3% from the previous year, as you can see above, our waste
per boiler has slightly decreased by .03%. This is as a result of increasing employee awareness
regarding environmental aspects and the benefits it creates. Since receiving ISO 14,001
accreditation in 2015 we have reduced the amount of waste to landfill down to zero and by the
end of 2019 with a head on approach we hope to decrease our waste per boiler down to 1kg.
Grant Engineering are now outsourcing all of our insulation so that it now comes in pre-cut, this
will greatly reduce the amount of waste to landfill per boiler for the coming year.
AES (advanced environment solutions) has come on board with our waste management plans and
we have continued to work towards reducing Grant Engineering Ireland’s volume of waste by
implementing the following measures;
• Implementing blue bins for DMR (dry mixed recyclables)
• Implementing green bins for general waste
• Implementing brown bins for organic waste
• Implementing a bin for glass waste
• Implementing WEEE disposal
• Installation of two cardboard balers and a clear plastic baler
• Removal of compactor for general waste
• Pre-fabrication of insulation to size removes off-cuts
• Lean management
• Monthly Tool Box Talks
We will continue to look at ways of reducing our general waste through discussions with
suppliers to reduce packaging, reviewed production procedures and employee waste segregation
training such as tool box talks.
PAYBACK:
Zero landfill charges
We will receive a rebate for every bale of cardboard and plastic we produced
We will not have to pay compactor charges
The baler is located internally so less travel is involved
DIFFICULTIES ENCOUNTERED:
We have individual recycling bins for waste segregation, however, not all employees follow this
correctly.
CORRECTIVE ACTIONS: We have signage erected through factory on waste segregation and
have started monthly tool box talks since January 2018.
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TITLE: Reduction in Water Usage.
REASON FOR UNDER TAKING PROJECT:
To reduce the volume of water consumed by Grant Engineering.
SUMMARY FOR 2018:
The total water consumption for Grant Engineering in 2018 was 3496m3, in 2017 it was 2889m3,
this is a 21% increase. As of now, we have 350 employees working in Grant Engineering, this is
the highest number ever employed here. This combined with a 3% increase of productivity in
2018 has increased our water usage. From the graph below we can see that the figures for the
month of January were well above the norm. We contacted Irish water, who came and checked
the incoming connections and resolved the issue.
TARGET FOR 2019:
To reduce our water consumption per part produced by 10%
DIFFICULTIES ENCOUNTERED:
We are currently using very little process water, options for water reduction would mean reducing
toilet flushes, etc.
PAYBACK:
Our water supply is on a meter and we receive monthly bills. Any reduction in consumption will
mean cost savings.
CORRECTIVE ACTIONS:
As mentioned above water consumption figures were above the norm and Irish water were
contacted. They came to site and readings went back to normal.
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TITLE: Reduction in scrap steel percentage produced.
REASON FOR UNDER TAKING PROJECT:
To reduce the volume and percentage of scrap steel produced by Grant Engineering.
SUMMARY FOR 2018:
The figures for 2018 is 17.6%
The percentage for waste scrap steel in 2018 is 17.6%, in 2017 it was 16.9%, in 2016 it was 19%.
We see that there is an increase of .7% in the percentage of scrap metal produced from the
previous year. This slight increase has come about as a result of the changeover in the production
team. In 2018 we lost two of our more experienced engineers who program our lasers and
replaced them with inexperienced graduates. A lot of work has been done with these new
engineers who now have received training etc and are now fully up to speed.
TARGET FOR 2019:
In 2019 we hope to achieve a scrap percentage of 15% or lower with regard to purchased steel.
We are in the lean transformation process and the reduction and elimination of waste is a goal of
lean. Steps to be taken include:
1. Keep account of weight of steel cut on each laser
2. Reduce current WIP levels of cut parts
3. Check and modify programs to ensure that only what is required is cut
4. Cut all 4mm on smaller size sheets
5. TPM on lasers and tape shots performed as required
Scrap steel is seen as waste and we will take steps during the year to tackle it. For instance, we
will not cut unwanted parts in steel programs which are added to fill up available space. This may
seem at times to be saving material as we are making use of steel that was destined for scrap, etc.
These excess parts will build up and will eventually be scrapped meaning not only is the material
scrapped but it cost us money in terms of man hours, storage space, etc.
Weekly and monthly maintenance checks ensure our machines are running correctly, therefore
not causing damage to steel which would result in steel being scrapped.
Our purchasing department now have a BOM system in place which will identify exactly how
much steel we need for each product, this in turn will reduce scrap steel.
DIFFICULTIES ENCOUNTERED:
We need to have a balance between using as much steel as possible with minimum scrap against
the cost of cutting extra parts.
PAYBACK:
If we can reduce scrap, then we are making better use of our raw material. We will also reduce
labor and electricity costs
CORRECTIVE ACTIONS:
None to date.
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TITLE: Reduction in Packaging material on raw materials.
REASON FOR UNDER TAKING PROJECT:
To reduce waste at source.
SUMMARY FOR 2018:
Cardboard – 7.7% decrease in recycled cardboard over 2017 figures
Wood – 8% decrease in recycled wood waste over 2017 figures
During 2018 we have seen a decrease in the volume of both waste timber and cardboard.
The main reason for this can be attributed to;
• In 2018 we have been working with suppliers on ensuring that there is not excess
cardboard and wood sent with deliveries, therefore, as a result of less waste being
delivered our waste figures have reduced.
• We have started to reuse our pallets in 2018 which has reduced our overall waste
figures.
TARGET FOR 2019:
We have been speaking to some of our suppliers since the start of 2019. Reillo have committed to
reducing packaging. They will phase out including the plastic bag for burner manuals and the
plastic holder for nozzels.
Grant Engineering has completed LEAN startup and is proceeding with LEAN throughout the
factory in 2019. LEAN is about reducing waste across the board in all areas. As part of this we
will try to identify and reduce all areas that contribute to wrapping and packing waste and
determine ways of reducing packing materials.
Purchasing is critical to this project as they are corresponding with our suppliers to stress the
importance of reducing packaging which will end up as waste. Hopefully it will be a win-win for
both the supplier and for Grant Engineering. Bulk buying should give us more opportunities to
use bulk/reusable boxing.
To achieve any possible reduction in wrapping and packing waste generated, we will focus
mainly on cardboard, plastic, timber and small components.
We are currently looking at a LEAN project which will see use reusing all our waste cardboard
and paper and enabling us to use this waste on our own products.
PAYBACK:
Reduction in space taken up in yard and on factory floor for waste wood
Possible reduction in purchasing costs
Less time wasted handling and disposing of “excess” packaging
Reduction in waste disposal cost.
DIFFICULTIES ENCOUNTERED:
Some raw materials require robust packaging for transportation.
Other items need individual packaging for preservation or because they may be sent separately
onto customers making it difficult to reduce packaging
CORRECTIVE ACTIONS:
No corrective actions to date.
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Biannual recycling comparisons:
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Grant Engineering (Ireland) ulc. 11
Hearing Healthcare Ireland,
60 Capel Street,
Dublin 1. [email protected]
www.hearing.ie
01-8726893
Environmental Noise
Assessment Report
Re: IPPC Licence Register No. 294
Grant Engineering (Ireland) Ltd.,
Crinkle, Birr,
Co. Offaly.
Report by: Peter Brady DipSHWW, CMIOSH, MOHSI
Date: 28 November 2018
Report Reference: 811102
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Grant Engineering (Ireland) ulc. 12
Executive Summary
On 19 & 20 November 2018, in accordance with IPPC licence No. 294, an annual noise survey was carried
out at Grant Engineering (Ireland) Ltd., Crinkle, Birr, Co. Offaly.
The survey was conducted in accordance with the provisions of EPA Guidance Note for Noise (NG4).
Three ‘day-time’ (07.00hrs – 19.00hrs) and two ‘night-time’ (23.00hrs – 07.00hrs) noise levels were
measured at three specified noise sensitive locations (NSLs) in the vicinity of the site. No ‘evening time’
(19.00hrs – 23.00hrs) assessment is required as Licence No. 294 is unrevised and predates NG4.
The LAr,T (Rated Noise Level) results are determined to be within the respective day-time and night-time
noise emission limit values; hence, the site is in compliance with the noise requirements of its IPPC licence.
The compliance status of each location is summarised as follows;
Location Day-time Night-time
NSL 1 Compliant Compliant
NSL 2 Compliant Compliant
NSL 3 Compliant Compliant
Table 1: Summary of Compliance
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Grant Engineering (Ireland) ulc. 13
Table of Contents
Executive Summary………...……………………………………………………… 2
1.0 Introduction ………………………………………………………………... 4
2.0 Site Description ……………………………………………………………. 4
3.0 Personnel, Instrumentation & Weather ……………………………………. 5
4.0 Methodology ………………………………………………………………. 6
5.0 Assessment & Results ……………………………………………………... 6
6.0 Conclusion ………………………………………………………………… 7
Tables
1. Summary of Compliance …………………………………………………. 2
2. Noise Measurement Parameters ….………………………………………. 4
3. Weather Conditions ………………………………………………………. 5
4. Summary of NSL Measurements & Results ……………………………… 7
Appendices
1. Glossary of Terms ………………………………………………………… 8
2. Site View ………………………………………………………………….. 9
3 NSL 1 Noise Measurement Results ………………………………………. 10
4. NSL 2 Noise Measurement Results ………………………………………. 11
5 NSL 3 Noise Measurement Results ………………………………………. 12
6. Calibration Certificate for Sound Level Meter ……………………………. 13
7. Calibration Certificate for Sound Level Calibrator………………………... 14
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Grant Engineering (Ireland) ulc. 14
1.0 Introduction
1.1 Grant Engineering (Ireland) Limited (incorporating Azcroft Limited) is subject to an
Environmental Protection Agency (EPA) Integrated Pollution Prevention & Control (IPPC)
licence (Licence Register No. 294) issued October 1999.
1.2 An annual noise survey is conducted in accordance with EPA Guidance Note for Noise (NG4 -
January 2016). The objectives are to provide for the protection of the environment by the control
of noise, i.e. that day-time or night-time noise levels are not to exceed identified levels or
characteristics at a Noise Sensitive Location (NSL).
1.3 The NSL noise measurement parameters are summarised in the following table;
Measurement Requirements Emission
Limit Value Clearly
Audible
Tone/Impulse
Frequency
Time Period Number LAeq Margin
Day
07.00 – 19.00 30 mins ≥3 55dB n/a
Absent, or
+5dB if present Annual
Evening
19.00 – 23.00 n/a n/a n/a n/a n/a n/a
Night
23.00 – 07.00 15 mins ≥2 45dB
+2dB
(47dB)
Should be
Absent Annual
Table 2: Noise Measurement Parameters
Note: Table 2 parameters are taken from IPPC licence Condition 3.2 (Interpretation), Condition 8
(Noise), and NG41.
2.0 Site Description
2.1 The licensed activity at Grant Engineering is boiler making where the production area exceeds 500
square metres.
2.2 The site operates day and night, and is bordered by Barrack Street with terraced buildings to the
north; open ground along School Street to the east; open ground and housing on Grove Street to the
south; and open ground and housing to the west.
2.3 NSL measurement locations referred to in this report are shown in the Site View at Appendix 2.
Added in are two extensions to the plant - a small extension made to the production area at the
north end of the building (facing Barrack Street), and a larger extension for storage and dispatch at
the southwest of the plant. Also, the Tank Farm has been relocated to the northeast corner of the
site at the junction of Barrack Street and School Street.
2.4 Noise Sensitive Location (NSL) 1 is opposite the north boundary of the site at the corner outside
Milne’s Bar at the junction of Barrack Street and Swag Street, with a line of sight to the facility.
2.5 NSL 2 is opposite the northeast corner of the site at the junction of Barrack Street and School
Street, with a line of sight to the facility.
2.6 NSL 3 is at Grove Street along the south boundary wall of the football and athletic field between
the site and Grove Street, with a line of sight to the facility only through the gateway where the
measurements are taken.
1 NG4 (2016) Tables 2 & 3 (Section 5); revised Table 5 (Section 7) and accompanying FAQs (Question 3)
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Grant Engineering (Ireland) ulc. 15
3.0 Personnel, Instrumentation & Weather 3.1 Noise measurements were taken by Peter Brady, an Institute of Acoustics certified environmental
noise assessor with Hearing Healthcare, 60 Capel Street, Dublin 1.
3.2 The sound level meter (SLM) used was a Type 1 Cirrus CR:831C integrating meter, serial no.
D20096FF, which complies with the requirements of BS EN 61672-1: 2003.
3.3 The SLM was field calibrated (tested) at 94dB and 104dB immediately before and after the day-
time and night-time measurements, using a Cirrus CR:513A Acoustic Calibrator, Serial No.
028630 which complies with BS EN 60942: 2003. No drift, as defined, had occurred.
3.4 The SLM and Acoustic Calibrator were last calibrated respectively in December 2017 (see
Appendix 6 and 7).
3.5 A Brannan hand-held Anemometer, Serial No. 290512 was used to record wind and temperature
levels.
3.6 For all noise measurements, the weather conditions were neutral or well within measurement
parameters - summarised in the following table;
Date Time Wind2
Temp °C % Cloud Rain/Dry m/s Dir
19 Nov 09.40 – 10.30 0-2 E 5 10 Dry
19 Nov 10.30 – 12.30 0-2 E 7 100 Dry
19 Nov 12.30 – 13.05 2-4 E 7 80 Dry
19 Nov 14.10 – 16.00 2-4 E 7 100 Dry
19 Nov 23.00 – 00.00 0-1 E 3 50 Dry
20 Nov 00.00 – 01.00 0-1 E 3 50 Dry
Table 3: Weather Conditions
2 ≤5m/s – Section 6.4 ‘Weather Conditions’ BS4142:2014
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Grant Engineering (Ireland) ulc. 16
4.0 Methodology
4.1 For all measurements;
• The site was operational (with no outdoor activities occurring at night).
• The Sound Level Meter (SLM) was 1.5 metres above the ground, set on a tripod, and at least
3.5 metres away from reflecting surfaces.
• The SLM microphone was covered by a foam windshield.
• Broadband (A-weighted) noise levels were recorded with statistical noise parameters of Leq,
L90, L10 and LMAX measured.
• A ‘Fast’ time weighting was used.
• The assessor was in attendance for all measurement events.
• All noise results were rounded to the nearest whole number, with 0.5 being rounded up.
4.2 A total of three day-time measurements of thirty minutes duration were taken at each NSL
between 09.40hrs and 15.55hrs on 19 November.
4.3 A total of two night-time measurements of fifteen minutes duration were taken at each NSL
between 23.00hrs on 19 November to 00.55hrs on 20 November.
4.4 The simplified methodology for the objective identification of tones that is advocated in Annex D
of ISO 1996-2:2007(E) was adopted3. Only daytime tonal characteristics were subjectively noted
during NSL monitoring events, and no 1:3 Octave Band analyses were conducted.
5.0 Assessment & Results
5.1 No ‘evening time’ (19.00hrs – 23.00hrs) assessment is required for this facility as IPPC licence
294 is unrevised and predates NG44.
5.2 Ground attenuation has not been factored, i.e. reduction or increase dependant on the acoustically
reflective or absorptive properties of intervening ground. The Site View (Appendix 2) shows that
the ground between the facility and NSL1 & 2 is 100% hard ground while it is 100% grassland
between the facility and NSL 3.
5.3 The derived noise parameter LAr,T (Rated Noise Level), where applicable, includes a penalty of
+5dB(A) for a tonal and/or impulsive characteristic in the noise from the site. This is normally
added to the LAeq, but where the off-site site noise is sufficient, the LA90 is often the better indicator
of site noise, and where this is the case, the Rated Noise Level is equal to the LA90 +5dB(A).
5.4 Any applicable penalty for on-site tonal noise and/or impulsive noise was only added for day-time
measurements, as no tonal or impulsive noise should be audible at a NSL at night-time.
5.5 Summarising the measurements and results for each NSL, the following table includes the Rated
Noise Level and the site’s compliance with the respective day or night Emission Limit Values;
Location Period Date Start
Time Duration
Rated
Noise
Level
Emission
Limit
Value
Compliant
NSL 1 Day 19 Nov
09.40
30 mins
50*
55
Yes
11.55 50* Yes
14.50 55* Yes
3 NG4 (2016) Section 5.1 4 NG4 (2016) Section 7.2 and Table 5.
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Grant Engineering (Ireland) ulc. 17
Night 19 Nov 23.00
15 mins 35
45 Yes
20 Nov 00.40 46** Yes
NSL 2
Day 19 Nov
10.15
30 mins
52*
55
Yes
12.35 52* Yes
14.10 53* Yes
Night 19 Nov 23.20
15 mins 36
45 Yes
20 Nov 00.20 36 Yes
NSL 3
Day 19 Nov
10.50
30 mins
47*
55
Yes
11.20 48* Yes
15.25 47* Yes
Night 19 Nov 23.40
15 mins 38
45 Yes
20 Nov 00.00 39 Yes
Table 4: Summary of NSL Measurements & Results
*Includes a +5dB adjustment due to tonal or impulsive noise from the plant during the monitoring period.
**Includes the permitted +2dB margin for night-time readings (no other noise source was audible during
the measurement period).
5.6 NSL 1, 2 and 3 monitoring results are fully tabulated at Appendix 3, 4 & 5 respectively. Included
are measurement parameters LMAX, LAeq, LA10, LA90, with particulars of on-site tonal or impulsive
noise and any on-site or off-site noise sources noted at each location during the measurement
events.
6.0 Conclusion
6.1 All NSL noise measurements are determined to be within the respective day-time and night-time
emission limit values.
6.2 The site is in compliance with the noise requirements of its IPPC licence.
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Appendix 1 – Glossary of Terms
Noise (dB) Noise is any audible, unwanted sound - measured in decibels (dB). What is noise to one
person may be sound to someone else. There is always a subjective component to the term.
Hence, objective assessment with a suitable instrument must be used.
Sound Level Meter (SLM)
An instrument for measuring various noise parameters
Noise Assessment
The determination of the noise exposure of a person or a group of people potentially
exposed to high noise levels, so that action can be taken to manage and control the noise to
prevent or minimise the risk of hearing damage or annoyance.
A-weighted
A standard weighting of the audible frequency range of 20Hz – 20,000Hz (20kHz) designed
to reflect the response of the human ear to noise.
LAeq Sound levels invariably fluctuate, so the LAeq (A-weighted equivalent continuous sound
level) represents the average noise level during the measurement period. It is often referred
to as ambient noise, and includes all detectable noise sources, both near and far.
LA90 The A-weighted noise level exceeded for 90% of the measurement period, often referred to
as the background noise. While it would normally include the contribution from the
specific noise source (i.e. the event site in question), it tends to exclude the effects of short
duration noise such as cars passing, dogs barking, sirens, etc., and is generally representative
of the basic noise level in a locality.
LA10 The A-weighted noise level exceeded for 10% of the measurement period, and is a measure
of the higher noise levels in the ambient noise.
LAMAX It is the highest A-weighted noise level recorded during the measurement period.
1:3 Octave Band
Frequency analysis of sound such that he frequency spectrum is divided into bands of ⅓ of
an octave each.
Tonal Noise that contains a clearly audible tone that is a distinguishable, discrete, or continuous
note (whine, hiss, screech, hum, etc.)
Impulsive A noise of short duration (typically less than one second), the noise level of which is
significantly higher than that of the background noise level.
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Appendix 2 – Site View
NSL 1 is 16 metres from the NW boundary wall of the plant
NSL 2 is 15 metres from the NE boundary wall of the plant
NSL 3 is 190 metres from the S boundary wall of the plant
NSL 1
BARRACK STREET NSL 2
NSL 3
GROVE STREET
SWAG STREET
SCHOOL STREET
GRANT
ENGINEERING
Google Earth
N
E W
S
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Appendix 3 – NSL 1 Noise Measurement Results
NSL 1 Barrack Street
& Swag Street
53°04’715”N
07°53’707”W On
Site
Tone
?
On-Site
Impulsive
Noise
?
On-Site
Noise
Sources
Off-Site Noise Sources
Rated
Noise
Level Lr,T
Compliant Measurements Noise Level dB(A)
Date Period Start Stop LMAX Leq L10 L90
19
Nov
2018
Day 09.40 10.10 98 64 62 45 No Yes
Occasional
construction
noise
Consistent traffic flow.
Dog occasionally barking
nearby. 50* Yes
19
Nov
2018
Day 11.55 12.25 82 62 64 45 No Yes
Occasional
construction
noise
Consistent traffic flow. 50* Yes
19
Nov
2018
Day 14.50 15.20 84 63 66 50 No Yes
Occasional
construction
noise
Consistent traffic flow. 51* Yes
19
Nov
2018
Night 23.00 23.15 77 53 45 35 No No None A few cars. 35 Yes
20
Nov
2018
Night 00.40 00.55 72 46 38 34 No No None None. 46* Yes
Note: The Rated Noise Level Lr,T is the highlighted Leq or L90 value (whichever is the most accurate indicator of site generated noise levels) plus any adjustment
(+5dB) for tonal or impulsive characteristics (if applicable). However, no such adjustment is permitted for night-time measurements as no tonal or impulsive
noise from the facility should be audible at any NSL.
* Permitted IPPC Licence of a +2dB margin applied to the 45dB Emission Limit Value
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Appendix 4 – NSL 2 Noise Measurement Results
NSL 2 Barrack Street
& School Street
53°04’738”N
07°53’617”W On
Site
Tone
?
On-Site
Impulsive
Noise
?
On-Site
Noise
Sources
Off-Site Noise Sources
Rated
Noise
Level Lr,T
Compliant Measurements Noise Level dB(A)
Date Period Start Stop LMAX Leq L10 L90
19
Nov
2018
Day 10.15 10.45 86 63 65 47 Yes Yes Factory
noise
Several cars, vans and
HGVs passed. 52* Yes
19
Nov
2018
Day 12.35 13.05 77 60 63 48 Yes Yes Factory
noise
Several cars, vans and
HGVs passed – continuous
during final 5mins. 53* Yes
19
Nov
2018
Day 14.10 14.40 84 62 63 48 Yes Yes Factory
noise
Several cars, Vans and
HGVs passed. 53* Yes
19
Nov
2018
Night 23.20 23.35 72 50 45 36 No No None A few cars passed. 36 Yes
20
Nov
2018
Night 00.20 00.35 79 57 47 36 No No None A few cars and one truck
passed. 36 Yes
Note: The Rated Noise Level Lr,T is the highlighted Leq or L90 value (whichever is the most accurate indicator of site generated noise levels) plus any adjustment
(+5dB) for tonal or impulsive characteristics (if applicable). However, no such adjustment is permitted for night-time measurements as no tonal or impulsive
noise from the facility should be audible at any NSL.
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Appendix 5 – NSL 3 Noise Measurement Results
NSL 3 Grove Street 53°04’539”N
07°53’609”W On
Site
Tone
?
On-Site
Impulsive
Noise
?
On-Site
Noise
Sources
Off-Site Noise Sources
Rated
Noise
Level Lr,T
Compliant Measurements Noise Level dB(A)
Date Period Start Stop LMAX Leq L10 L90
19
Nov
2018
Day 10.50 11.20 87 52 50 42 Yes No None
Birdsong. Several cars, two
trailers. Occasional banging
from rear of nearby house. 47 Yes
19
Nov
2018
Day 11.20 11.50 63 47 49 43 Yes No None
Birdsong. A few cars, one
trailer. Occasional banging
from rear of nearby house. 48 Yes
19
Nov
2018
Day 15.25 15.55 83 51 50 42 Yes No None
Few cars. Children playing
nearby for 5mins. Dog
barking in distance. 47 Yes
19
Nov
2018
Night 23.40 23.55 60 41 43 38 No No None A few cars 38 Yes
20
Nov
2018
Night 00.00 00.15 54 39 41 37 No No None None. 39 Yes
Note: The Rated Noise Level Lr,T is the highlighted Leq or L90 value (whichever is the most accurate indicator of site generated noise levels) plus any adjustment
(+5dB) for tonal or impulsive characteristics (if applicable). However, no such adjustment is permitted for night-time measurements as no tonal or impulsive
noise from the facility should be audible at any NSL.
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Appendix 6 – Calibration Certificate for Sound Level Meter
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Appendix 7 – Calibration Certificate for Sound Level Calibrator
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EMISSION TO SEWAGE EXPLANATION 2018
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Pressure test tanks
Total volume of each tank 200Lts
We have 11 test tanks with 3 releases per year
Total water released for year is therefore 200 x 11 x 3 = 6,600lts or
6.6m3/year
Limit on COD
Limit value of 6000 mg/ltr or .006 kg/ltr
At 6,600 ltr this gives a limit of 39.6 kg / year
Samples taken for the year
June 18 Dec 2018
Test Tanks 15 15
Worse recorded COD sample was 15mg/ltr
15 x 6,600 = 99,000 or 0.099 kg for the year being worst case scenario.
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WASTE STREAM SUMMARY BOARD
CA
RD
BO
AR
D
LA
ND
FIL
L
WO
OD
BIO
DE
GR
AD
AB
LE
RE
CY
CA
BL
ES
GL
AS
S
Sil
co
se
t tu
bes
SL
UD
GE
JAN - JUNE 2014 35.30 37.46 21.52 0.10 2.10 2.40
JULY- DEC 2014 33.00 28.84 39.74 0.21 3.24 2.40
JAN - JUNE 2015 31.50 34.92 32.94 0.26 4.60 4.80
JULY - DEC 2015 51.30 34.04 48.46 0.22 4.20 0.06
JAN - JUNE 2016 53.55 26.92 53.70 0.26 2.71 0.00 2.10
JULY - DEC 2016 38.40 31.10 61.46 0.16 3.21 0.00 0.50 4.26
JAN - JUNE 2017 56.00 34.90 59.58 0.16 5.25 0.00 0.36 2.38
JULY - DEC 2017 53.60 32.54 57.72 0.15 4.49 0.00 0.49 3.47
JAN-JUNE 2018 47.95 32.68 55.30 0.31 3.71 0.00 0.10 4.20
JULY-DEC 2018 53.20 33.52 52.60 0.28 2.03 0.00 0.27 1.94
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RESOURCE CONSUMPTION:
For the year 2018 Grant Engineering consumed the following resources for the
realization of our products
Liquid Fuels
Autodiesel - 86,419 ltr
Domestic Oil - 28,905 ltr
Gas Oil - 1,273 ltr
Electricity Consumption - 2,880,352 kWh
LPG Consumption - 305,188ltrs
Total Water Consumption - 3,496,570 ltr
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SITE LAYOUT
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OIL TANK BUND TESTING: This testing was done in April 2018
CHEMICAL STORES BUND TESTING: Chemical stores bunds were tested in 2016 and are due again in 2019
REPORTED INCIDENTS SUMMARY: We had zero incident reports during the year 2018
MONITORING OF EMMISSIONS TO SEWERS: Biannual monitoring of emissions to sewers is a requirement of out IPPC license. We sent away one
sample in June 2018 and another in Dec 2018 of process water from one of our pressure test bays
DESLUDGING OF SURFACE WATER INTERCEPTOR Desludging of interceptor was performed in April and October 2018
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