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M. J. Bergin & Sons Ltd._____________________________________ _______AER 2009
1
INTRODUCTION
1.1:
NAME & LOCATION OF SITE: M.J. Bergin & Sons Limited
Tanderagee
Broadford
Co. Kildare
LICENCE REGISTER NUMBER: P0192
DESCRIPTION OF ACTIVITY
1.2
M.J. Bergin & Sons Limited operates an abbatoir and boning hall for the processing of
beef and lamb. Slaughtering takes place on average three days a week while boning
takes place on average five days a week. Beef is sold both in carcase form and deboned.
Deboned beef is mainly packed for commercial sale. Lambs are sold in carcase form.
1.3: Cattle Slaughter Line
1: Lairage Yard
Cattle are transported to the lairage yard where a Veterinary Surgeon and Department
of Agricultural Officials inspect the animals for disease. All cattle identification numbers
are entered into the Department of Agricultures computer system (AIMS) for clearance
prior to slaughter. The cattle are held there for approximately 2-3 hours. From here the
cattle are directed through a race towards the stunning area.
M. J. Bergin & Sons Ltd._____________________________________ _______AER 2009
2
2: Stunning
Animals enter the slaughter hall through a raised door from the race in the lairage. The
animals are stunned by means of a captive bolt stunner. Stunning is performed by one
captive bolt to the centre of the forehead of the beast. A door is lifted and the animal
falls onto a landing grid, at this point the operator on duty shackles the animal by the
right hind leg, attaches it to the hoist and the animal moves along to the bleed area.
3: Sticking/Bleeding Area
All animals are struck within fifty seconds of stunning. The operator at this station opens
the hide in the neck region and then bleeds the animal. He then cuts out the wizzand for
rodding and inserts a wizzand clip. The animal is bleed over a purpose built bleed table
that collects the blood and transfers it to the storage tanks located outside. The blood
storage tanks are managed by trained staff on site, that are subjected to regular
external and internal inspections.
4: Snout removal:
The operator at this station uses a knife to cut under the skin and around the complete
snout and chin to remove the skin from this area.
5: Front Hoof Removal:
Following the snouting the front hooves are removed using a hock cutter.
6: First Legging:
A strip of hide is cut from the hind leg in order to open the hide. He then inserts a knife
under the hide at the cut area and skins the leg, the cut continues to the elbow joint.
The hock cutter is then used to cut the hock at the joint. A hook is inserted into the
elbow joint and the carcass moves onto the next station.
M. J. Bergin & Sons Ltd._____________________________________ _______AER 2009
3
7: Second legging:
The second leg is removed from the shackle and a strip of hide is cut from the hind leg in
order to open the hide. He then inserts the knife under the hide at the cut area and
skins the leg, the cut continues to the elbow joint. The hock cutter is then used to cut
the hock at the joint. A hook is inserted into the elbow joint and the carcass moves
along to the next station.
8: Upper Flanking/De-Horning:
The hide is opened at the flanks in order to prevent the skin/hide been torn during hide
removal. De-horning also occurs at this stage. The operative checks the animal for
horns which if not removed can cause tearing of the skin/hide. If horns are noted then
the operative will remove them with de-horning equipment.
9: Computerised Cattle Identification:
The operative at this station removes the ear tag from each animal and enters the
numbers into the computer system, all relevant information concerning this animal will
be displayed on the screen i.e. herd number, sex, etc. The operator prints five labels for
each animal; two are attached to the head and three to the carcase (after the hide has
been removed).
10: Hide Removal:
A mechanical hide puller controlled by two operatives removes the hide. After the hide
has been removed the breast is spilt using a breast saw.
11: Breast Splitting:
The operator at this station uses an electric saw to open the breast cavity making sure
not to tear the stomach area.
12: Head Removal
The head is labelled with the ear-tag number and is removed from the carcase at the
head removal station.
M. J. Bergin & Sons Ltd._____________________________________ _______AER 2009
4
13: Head Wash:
After the head has been removed it is brought into the wash cubicle where the pre-
printed label for that animal is attached to the animals nostrils. The nostrils are then
washed out with the nostril washer. After washing has been completed the head is
placed on the pluck rail for inspection by the veterinary staff on duty and is deboned,
harvesting cheek meat and lips.
14: Bunging:
The operator at this point of slaughter uses a bunging bag (a bag with an inbuilt elastic
band) to seal the bung.
15: Evisceration:
The rectum is pulled out from the carcase and the tissue holding it in place is also
removed; the stomach is cut away from the liver and is transported to the green offal
room via a moving stainless steel table. The liver is removed and placed on a pluck line
for inspection by suitably qualified veterinary staff.
16: Pluck Removal:
The heart, lungs, trachea, spleen and liver are removed for Veterinary inspection.
17: Splitting of Carcase:
The carcase is split in the middle, allowing the spinal cord to be exposed. If not split
correctly, all of the spinal cord may not be exposed.
18: Spinal Cord Removal:
After the carcase has been split an operative removes the spinal cord from the open
channel and all associated fatty tissue and membrane.
M. J. Bergin & Sons Ltd._____________________________________ _______AER 2009
5
19: Upper Trim:
The operator at this station cuts the fat from around the bung and kidney area, the fat is
removed to the fat skip via a conveyor.
20: Lower Trim:
At this stand the operator trims the lower half of the carcase, he then cuts two slits in
the carcass to facilitate the attachment of labels. The operator then removes the thin
skirt from the carcass and puts it onto the moving pluck line.
21: Grading:
This operation is carried out by a mechanical grading machine. The machine is calibrated
each morning before the kill starts.
22: Neck Trim:
The operative starts at the top of the last rib and trims the neck muscle clean.
23: Final Inspection, Upper & Lower:
At the lower inspection station the operative inspects the carcase for contamination on
the forequarter and spinal cord residues. The operator at the upper inspection stand
primarily inspects for spinal cord residue in the channel and then for contamination on
the hindquarter. Any spinal cord residue is inked and treated as Category 1 waste.
24: Scales: Weighing:
The eartag number, sex and conformation score are entered into the company
computer system. The computer records the weight and information of each carcase.
Once a final destination has been decided the operative prints a label that allows for full
traceability. The second operator attaches the labels to the carcass, one to the
hindquarter and one to the forequarter.
M. J. Bergin & Sons Ltd._____________________________________ _______AER 2009
6
25: Cold Storage
The carcase is stored in a chill between 0 and 4 o C for an average 24 - 48 hours prior to
dispatch or boning. Two inches are left between each carcase to ensure proper cooling
takes place.
26: Boning
Carcases are brought into the boning hall and are deboned into primal cuts and trim.
Product is vacuum packed if being sold chilled or put into lined or wax boxes for freezing
if sold frozen. Deboning usually takes place within two days of slaughter.
Product is despatched by contract haulier.
27: Despatch Carcases are loaded onto refrigerated containers and despatched by contract hauliers. 1.4 Sheep Slaughter Line
1: Lairage Yard
Sheep are delivered to the sheep lairage where they are inspected for disease and all
tags checked. Sheep are retained on average for approximately 3-4 hours with a
maximum retention of 24 hours.
2: Stunning
The sheep once directed to the stunning area are stunned using an electric thong or are
killed by Halal slaughter.
3: Bleeding
The stunned sheep are hung horizontally and bled by slitting their throats with a knife.
4: Head Removal
The head is removed manually
M. J. Bergin & Sons Ltd._____________________________________ _______AER 2009
7
5: Skin & Feet Removal
This process involves opening the skin at the breast of the animal. The skin is then
partially removed to the hind feet and then mechanically after which the front hooves
are removed.
6: Evisceration
This part of the process is carried out manually; here the stomach and intestines are
removed. They fall onto a pan and are inspected before being conveyed to the green
offal room.
7: Pluck Removal
The heart, lungs and liver are removed for further processing (Pet food).
8: Washing
After inspection the carcases are washed manually using a high-pressure cold-water
hose.
9: Grading & Weighing
The carcasses are graded according to their age, weight and confirmation.
10: Cold Storage
The carcases are stored in chills between 0 and 5 o C for an average of 24 hours before
dispatch.
M. J. Bergin & Sons Ltd._____________________________________ _______AER 2009
8
1.5: ENVIRONMENTAL POLICY
It is the policy of M.J. Bergin & Sons Ltd. to conduct their business of animal slaughtering
(beef and lamb) in such manner that it’s activities minimise and/or eliminate any
potential adverse effects on the environment. Environmental impacts of new
developments are minimised through the use of integrated environmental management
procedures and planning.
M.J. Bergin & Sons are committed to pursing a positive policy on environmental
pollution and waste minimisation. Although the process is environmentally friendly the
company aim in the future is to maximise waste recycling both on site and by using off
site recycling contractors.
M.J. Bergin & Sons Ltd fully intends to be leaders and key drivers in the development of
environmental performance evaluation procedures and associated indicators.
The key objectives are too:
Prevent Pollution
Reduce waste and the consumption of resource i.e. fuel, energy and water
Implement a policy of recovery and recycling as opposed to landfill where
feasible.
M.J. Bergin & Sons ltd is constantly striving towards sustainable development and
recognise the increased concerns of society regarding environmental issues. The
company recognise the necessity for programmes to protect and enhance the
environment. M.J. Bergin & Sons intend to meet all statutory environmental
requirements concerning the company.
M.J. Bergin & Sons Ltd strongly encourages the use of environmental management
systems by both the company suppliers and contractors alike.
M. J. Bergin & Sons Ltd._____________________________________ _______AER 2009
9
1.6:
ENVIRONMENTAL ORGANISATIONAL CHART
General Manager
Sean McNamara Responsibilities: Overall decision maker
Communication on Environmental
Issues between departments
Environmental Officer Quality Assurance Personnel:
Liz Quinn Liz Quinn
Responsibilities: IPC Licence, W.W.T.P. Responsibilities: Quality Assurance
Report all environmental issues to Managing Scheme, Report any possible
Director & other members of personnel environmental issues.
Production Supervisors
John Daly / Eamon Prendergast / Joe Bright Responsibilities: Day to day management of the boning hall, abbatoir and despatch.
Also informs the Environmental Officer of environmental issues
which may occur during production i.e. leaking bins, blocked drains, etc.
Maintenance Team
Liam Carter Responsibilities: Overall maintenance of the site including the W.W.T.P.
Will inform the Environmental Officer about issues that may affect the environmental
performance of the site i.e. pumps, screens etc.
M. J. Bergin & Sons Ltd._____________________________________ _______AER 2009
10
2.0: SELF-MONITORING DATA
TABLE 1: Emissions to Water (FINAL EFFLUENT) 2009
PARAMETER
AVERAGE EMMISSIONS
(2009)
AVERAGE EMMISSIONS (Kgs)
(2009)
LICENSED
EMMISSIONS
Discharge Period
Whole Year
Discharge Period
Whole Year
pH
7.1
7.1
--
--
6-9
COD
82.0 mg/L
82.0 mg/L
861 Kgs
861 Kgs
100 Mg/l
BOD
18.2 mg/L
18.2 mg/L
224 Kgs
224 Kgs
30 Mg/l
Suspended Solids
8.7 mg/L
8.7 mg/L
101 Kgs
101 Kgs
30 Mg/l
Nitrates (as N)
7.5 mg/L
7.5 mg/L
125 Kgs
125 Kgs
40 Mg/l
Ammonia (as N)
9.2 mg/L
9.2 mg/L
89 Kgs
89 Kgs
10 Mg/l
Total Phosphorus
(as P)
1.3 mg/L
1.3 mg/L
6.8 Kgs
6.8 Kgs
2 Mg/l
Oils, Fats & Greases
10.2 mg/L
10.2 mg/L
111 Kgs
111 Kgs
15 Mg/l
Under the terms of the site IPC Licence (No. P0192) the discharge period extends from
November to February inclusively, for the remainder of the year the effluent is
landspread, weather permitting.
As can be noted from the above table all parameters are within the licence limits set out
by the Agency.
M. J. Bergin & Sons Ltd._____________________________________ _______AER 2009
11
3.0: GROUNDWATER MOITORING SUMMARY
There is one borehole on site (115 metres deep) and this provides all the water to the
factory.
As the site is not serviced by any public water scheme it is solely reliant on the site well;
therefore it was proposed that the monitoring of this well gives a representative value
of the general groundwater quality within the area.
Schedule 3 (ii) Groundwater Monitoring (IPC No.P0192) requires that the licensee shall
monitor boreholes on an annual basis, the following tables outline the results obtained
from the groundwater monitoring returns.
TABLE 2: Groundwater Monitoring 2009
PARAMETER
SITE WELL RESULT
UNITS
pH
7.0
PH
COD 6 mg/l
Conductivity 716 us cm-1 @ 25C
Ammonia 0.04 mg/l as N
Nitrate 10.1 mg/l as NO 3
Turbidity 0.01 NTU
Total Coliforms 0 0/100 ml
Faecal Coliforms 0 0/100 ml
M. J. Bergin & Sons Ltd._____________________________________ _______AER 2009
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TABLE 3: Groundwater Monitoring 2009 – Date of analysis 17.06.09
PARAMETER GW Limits RESULTS UNITS
Colour
No abnormal
change
No abnormal change
N/A
Turbidity
4
0.01
FTU
pH
6.5 - 9.5
7.0
pH
Conductivity
1,500
682
us cm-1 @ 25C
Ammonia
0.30
0.05
mg/L as N
Nitrate
50
10.7
mg/L as N
Nitrite
0.1
0.05
mg/L as N
Iron
0.20
0.08
mg/L as Fe
Manganese
0.05
0.03
mg/L as Mn
M. J. Bergin & Sons Ltd._____________________________________ _______AER 2009
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TABLE 4: Water Sample Report 2009 (Department of Agriculture, Fisheries and Food)
DATE Site PARAMETER RESULT
21.04.09
Coliforms <1
E-Coli <1
Sheep line Faecal Enterococci 0
Conductivity 1087 µs
21.04.09
Coliforms <1
Beef line E-Coli <1
Faecal Enterococci 0
Conductivity 978 µs
14.07.09
Coliforms <1
E-Coli <1
Sheep line Faecal Enterococci 0
Conductivity 1149 µs
14.07.09
Coliforms <1
Beef line E-Coli <1
Faecal Enterococci 0
Conductivity 1083 µs
Tables 4 represents the results of analysis carried out by Department of Agriculture
officials at the Central Meat Control Laboratory, Backweston Campus, Young’s Cross,
Celbridge, Co. Kildare.
M. J. Bergin & Sons Ltd._____________________________________ _______AER 2009
14
4.0: EMISSIONS TO ATMOSPHERE
TABLE 5: Results of Flue gas Monitoring
BOILER EMISSIONS
Emission
Point Ref
No.
Temp.
(C)
Pressure
(kPa)
Velocity
(m/s)
SO2
(Mg/Nm3)
Nox as
NO2
(Mg/Nm3)
CO
(Mg/Nm3)
Boiler 1
188
100.58
1.3
110.8
75.0
50.0
Boiler 2
141
101.45
1.6
81.4
91.1
15.0
Boiler 3
219
105.78
1.1
128.3
107
8.9
Boiler 4
154
106.81
2.4
61.7
52.3
2.5
Boiler 5
193
102.64
2.0
99.8
91.1
10.0
Boiler 6
184
198.34
1.9
104.5
83.5
8.7
Emissions to Air Report carried out on 08.05.09
NOTE:
In the absence of limit values for carbon monoxide, nitrogen oxides and sulphur dioxide,
TA Luft (Technical Instructions on Air Quality Control – TA Luft 2002) guideline values
are used. Table 6 outlines the current guideline values.
M. J. Bergin & Sons Ltd._____________________________________ _______AER 2009
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TABLE 6: TA Luft Guideline Values
Parameter Guideline Levels
Carbon Monoxide (CO)
80 mg/ m3
Nitrogen Oxides as (NO2)
180 mg/ m3 to 350 mg/m3
(Depending on operating
Conditions)
Sulphur Dioxide (SO2)
850 mg/ m3
The results of the flue gas analysis illustrate that all boilers monitored for carbon
monoxide, nitrogen oxides as (NO2) and sulphur dioxide levels are within the current
guideline values.
M. J. Bergin & Sons Ltd._____________________________________ _______AER 2009
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5.0: ENVIRONMENTAL COMPLAINTS
TABLE 7: Complaints Received
2002 2003 2004 2005 2006 2007 2008 2009
Complaints
Received
4
1 0
0
0
0
1
0
Complaints
requiring
Corrective Action
2
0
0
0
0
0
0
0
TABLE 8: Complaints
Category of complaint 2002 2003 2004 2005 2006 2007 2008 2009
Odour
1 1 0 0 0 0 0 0
Noise
0 0 0 0 0 0 0 0
Land spreading
2 0 0 0 0 0 0 0
Air
0 0 0 0 0 0 0 0
Other
1 0 0 0 0 0 1 0
M. J. Bergin & Sons Ltd._____________________________________ _______AER 2009
17
During 2002 the majority of complaints have been with regard to landspreading issues.
In 2003 there was only one complaint received verbally from the Agency regarding
odour and no corrective action was required. In 2004, 2005, 2006 and 2007 there were
no complaints regarding environmental issues. In 2008, one complaint was received
alleging animal stomachs being spread on land. This complaint was fully investigated in
conjunction with the EPA, and the complaint was found to be invalid. In 2009 no
environmental complaints were received.
6.0: ENVIRONMENTAL INCIDENTS
There was no environmental incident in 2009.
7.0: WATER CONSUMPTION
M.J. Bergin & Sons Ltd has no public water supply available to it therefore the company
relies on the site well for its water needs; the well is approximately 380ft (115 meters)
deep. The water is pumped to an over ground storage tank which has a holding
capacity of approximately 454.6 m 3, prior to storage it is treated with Hypochloride in
order to ensure that the water is potable and is suitable for use in production. The
storage tank is constructed of mass concrete i.e. roof, sides and floor to prevent the
possibility of contamination e.g. birds vermin etc, the wellhead is also kept covered and
locked. There is an on line flow meter that measures the amount of water that is being
consumed. The flow meter is read on a daily basis and the data recorded. The figures in
table 10 for water consumption are based on the daily-recorded consumption records
for the reservoir.
M. J. Bergin & Sons Ltd._____________________________________ _______AER 2009
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TABLE 11: Water Consumption 2007/2008/2009
Water
Consumption
2007
2008
2009
On-site Well
68,714 m³
63,708 m³
51,679 m3
Total Cattle Kill
64,849
61,784
59,870
Total Cattle Units
324,245
308,920
299,350
Total Sheep Kill
86,450
93,809
50,747
Total Sheep Units
86,450
93,809
50,747
Total Units
410,695
402,729
350,097
M³/Unit
0.167
0.158
0.148
The water extracted from the site well during 2009 has decreased by 12,029 m³ on
2008 and 17,035 m3 on 2007. The amount of water used per unit slaughtered has
decreased from 0.158 m³ to 0.148 m³. This decrease can be attributed to the following
factors:
1. A proactive approach to preventing leaks and early detection and repair of
leaks.
2. Analysing the use of water, leading to a change in behaviour. All water sources
turned off at the end of production and all water turned off at source during
weekends.
3. Restriction valves were put on all sterilsers in the factory, restricting the flow of
water to approximately 3m3 per hour.
M. J. Bergin & Sons Ltd._____________________________________ _______AER 2009
19
8.0: ENERGY CONSUMPTION
TABLE 12: Energy Consumption 2007 – 2008 - 2009
Energy Consumption
2007
2008
2009
Heavy Fuel Oil
(Light Fuel Oil)
130 M³
1,365 Mw
167 M³
1,753 Mw
165 M3
1,732 Mw
Electricity
2,454 Mw
3,070 Mw
2,585 Mw
Total Units Slaughtered
434,900
402,729
350,097
Total Usage
3,819 Mw
4,823 Mw
4,317 Mw
Energy Used per Unit Slaughtered
8.8
Kw/Unit
11.9
Kw / Unit
12.3
Kw / Unit
Energy Consumption has increased from 11.9 Kw per unit slaughtered in 2008 to 12.03
Kw per unit slaughtered in 2009. However this is largely due to a 13% decrease in
numbers of units slaughtered. The total electricity consumed between 2008 and 2009
has reduced by 52,632Mw.
M. J. Bergin & Sons Ltd._____________________________________ _______AER 2009
20
9.0: OBJECTIVES & TARGETS
TABLE 13: Objectives & Targets 2010 - 2014
____________________________________________________________________
Objective 1 – Reduce energy consumption ____________________________________________________________________
Target 1 – Reduce energy consumption by 15% by 2014 based on the baseline electricity consumed per unit in 2008. ____________________________________________________________________
Objective 2 – Reduce water usage on site ____________________________________________________________________
Target 2 - Reduce water usage through recycling and reuse initiatives based on baseline water usage per unit in 2008. ____________________________________________________________________
Objective 3 – Increase recovery, reuse and recycling of waste material ____________________________________________________________________
Target 3 - Recycle 100% of recyclable materials by the end of 2011
M. J. Bergin & Sons Ltd._____________________________________ _______AER 2009
21
10.0: ENVIRONMENTAL MANAGEMENT PROGRAMME
The objective and targets are part of the Environmental Management Programme
(EMP); the purpose of the EMP is to ensure that licensee’s schedule of environmental
objectives and a realistic programme of works supports targets.
Over the past twelve months several projects have been undertaken as part fulfilment
of the EMP and on-going improvement programme.
Environmental Management Programme (Report)
____________________________________________________________________
REPORT 1
____________________________________________________________________
Target: Pave the remaining surrounds
Objective: Complete the paving from the Lairage around to rear of factory
Completion Date: July 2010
____________________________________________________________________
Reasons For Undertaking Project
The first phase of paving the surrounds of the abattoir was completed in October 2004.
The first phase included the entrance to the factory as far as the wall of the existing
sheep lairage. There is also a car park to facilitate all staff to the left of the driveway.
This accommodates 65 cars. This area is only accessible to cars and so is treated as an
uncontaminated surface. This whole area has been paved using hot rolled asphalt.
M. J. Bergin & Sons Ltd._____________________________________ _______AER 2009
22
The second phase included the area in front of the lairage and extended as far as the
Waste-water Treatment Plant. The area was graded to fine-tune an existing fall towards
the lairage. There is a layer of compacted 804, 100mm dense base macadam and 40mm
hot-rolled asphalt.
This area carries cattle trucks and is designated as a contaminated area and all washings
are diverted to the Waste water Treatment Plant.
Any areas that do not carry vehicles have been designated as green areas and are
landscaped appropriately.
A gate has been installed along side the lairage, limiting the movement of traffic to the
back of the factory.
Details on Completion of Project
Phase three has begun.
Three areas have been laid immediately outside the despatch area.
The target completion date for the remainder of the yard is July 2010.
M. J. Bergin & Sons Ltd._____________________________________ _______AER 2009
23
_________________________________________________________________
REPORT 2
____________________________________________________________________
Target: Investigate Electricity Usage
Objective: Reduce the amount of energy used per unit slaughtered
Completion Date: Continuous
___________________________________________________________________
Reasons for Undertaking Project
This project was undertaken to identify all opportunities for energy use reduction and
efficiency.
To do this, the company undertook to examine:
1. All electricity consuming machinery, their efficiency and effectiveness.
2. If machines can be used in a more efficient manner.
3. If chills could be run more efficiently
4. If any lights can be changed to energy saving or eliminated.
5. If sterilisers can be altered to be more efficient
M. J. Bergin & Sons Ltd._____________________________________ _______AER 2009
24
Table: 14 Energy Consumption 2004/2005/2006/2007/2008/2009
Energy
Consumption
2004
2005 2006
2007
2008
2009
Heavy Fuel Oil
(Light fuel oil)
126 M³
1323 Mw
119M³
1249 Mw
120 M³
1285 Mw
130M³
1365 Mw
167 M³
1753Mw
165 M3
1732 Mw
Electricity
2209 Mw
2151 Mw
2391 Mw
2454 Mw
3070Mw
2,585 Mw
Total Units Slaughtered
436,815
396,921
448,031
434,900
402,729
350,097
Total Usage
3669 Mw
3400 Mw
3676 Mw
3819 Mw
4823 Mw
4317 Mw
Energy Used per
Unit
Slaughtered
8.4
Kw/Unit
8.7
Kw/Unit
8.2
Kw/Unit
8.8
Kw/Unit
11.9
Kw / Unit
12.3
Kw / Unit
Energy Consumption has increased from 11.9 Kw per unit slaughtered in 2008 to 12.3
Kw per unit slaughtered in 2009.
This increase in electricity consumption may be attributable to the following factors:
1. The refrigeration capacity was increased with the addition of a tripe chill as a
requirement of the production of edible tripe.
2. The number of units slaughtered in 2009 was down on 2008 yet the overhead
costs for the factory remained the same.
________________________________________________________________
M. J. Bergin & Sons Ltd._____________________________________ _______AER 2009
25
REPORT 3
____________________________________________________________________
Target: Investigate Water Usage
Objective: Reduce the amount of water used per unit slaughtered
Completion Date: Continuous
___________________________________________________________________
Reasons For Undertaking Project
This project was undertaken to identify all opportunities for water use reduction.
Water usage in recent years has remained relatively static per unit slaughtered.
M. J. Bergin & Sons undertook to examine:
1. All areas of water usage and quantities used.
2. If any process can be altered to reduce the quantity of water used
3. If sterilisers can be altered to reduce water usage
4. If recycled water can be used in any areas currently on clean water.
M.J. Bergin & Sons Ltd has no public water supply available to it therefore the company
relies on the site well for its water needs; the well is approximately 380ft (115 meters)
deep. The water is pumped to an over ground storage tank which has a holding
capacity of approximately 454.6 m 3, prior to storage it is treated with Hypochloride in
order to ensure that no Coliforms or E-Coli are present in the water being used for
production purposes. The storage tank is constructed of mass concrete i.e. roof, sides
and floor to prevent the possibility of contamination e.g. birds vermin etc, the wellhead
is also kept covered and locked. There is an on line flow meter that measures the
amount of water that is being consumed. Through out the factory a reading is taken
M. J. Bergin & Sons Ltd._____________________________________ _______AER 2009
26
from the flow meter on a daily basis and recorded. The figures in Table 1 for water
consumption are based on the daily-recorded consumption records.
TABLE 15: Water Consumption 2004/2005/2006/2007/2008/2009
Water
Consumption
2004
2005
2006
2007
2008
2009
On-site Well
75,983 m³
70,145 m³
73,029 m³
68,714 m³
63,708m3
51,679 m3
Total Cattle Kill
70,397
67,071
69,690
64,849
61,784
59,870
Total Cattle
Units
351,985
335,305
348,450
324,245
308,920
299,350
Total Sheep Kill
84,830
61,616
99,581
86,450
93,809
50,747
Total Sheep
Units
84,830
61,616
99,581
86,450
93,809
50,747
Total Units
436,815
396,921
448,031
410,695
402,729
350,097
M³/Unit
0.173
0.176
0.163
0.167
0.158
0.148
The water extracted from the site well during 2009 has decreased by 12,029 m³ on
2008. The amount of water used per unit slaughtered decreased from 0.158 to
0.148m³.
M. J. Bergin & Sons Ltd._____________________________________ _______AER 2009
27
________________________________________________________________
REPORT 4
____________________________________________________________________
Target: Designate Fridge Storage Area
Objective: Create a designated area for fridges to be stored
Target Completion Date: June 2010
____________________________________________________________________
Reasons For Undertaking Project
Refrigerated containers are stored in one location at the back of the site.
Details of Job Completion
A designated fridge area has been put in place although a structural barrier has not
been erected. This will be erected when all ground work in the back yard has been
completed and the yard is paved. Target completion date July 2010.
____________________________________________________________________
M. J. Bergin & Sons Ltd._____________________________________ _______AER 2009
28
REPORT 5
____________________________________________________________________
Target: Erect security fencing around the site
Objective: Restrict the movement of traffic around the site from surroundings areas
Target Completion Date: Completed
____________________________________________________________________
Reasons for Undertaking Project
The site at M. J. Bergin & Sons Ltd. is surrounded by green fields. A security fence has
been erected around the site boundaries. A laurel hedge has been planted inside the
security fence.
Details of Job Completion
Completed 2009
M. J. Bergin & Sons Ltd._____________________________________ _______AER 2009
29
___________________________________________________________________
REPORT 6
____________________________________________________________________
Target: Install a 6mm screen in back yard to pre-screen all waste going to the Waste
Water Treatment Plant
Objective: To minimise the amount of solid waste going to the Waste Water Treatment
Plant
Target Completion Date: Completed 2009
____________________________________________________________________
Reasons for Undertaking Project
To reduce the amount of solid waste going into the Waste Treatment Plant and thus
reducing the load going into the treatment plant.
Details of Job Completion
The screen has been installed, commissioned and is fully operational. The installation of the screen has been an improvement in performance of the treatment plant.
M. J. Bergin & Sons Ltd._____________________________________ _______AER 2009
30
11.0 PROPOSED OBJECTIVES AND TARGETS 2010
The objectives and targets for 2010 are outlined in three main phases. The first phase
include continuous improvements to ensure maximum efficiency, the second is
improvements to existing areas of the factory and the third is structural changes to the
factory and surrounds.
PHASE ONE
“A”
The objective of phase one “A” will be to investigate the electricity usage on site and
examine possible ways of reducing the amount of energy used.
While energy consumption has increased from 11.9 Kw per unit slaughtered in 2008 to
12.3 Kw per unit slaughtered in 2009, the total energy consumption has reduced from
2008 to 2009. M.J. Bergin & Sons will strive to reduce this in 2010.
It is planned to install inverter speed controllers on all high consumption equipment.
Where new equipment is being installed, it is planned to install the most energy
efficient versions available within budget.
Work commencement date: Continued
Proposed Completion Date: Continuous
♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦
M. J. Bergin & Sons Ltd._____________________________________ _______AER 2009
31
PHASE ONE
“B”
The main objective of phase one “B” will be to reduce the amount of water used. Water
usage in recent years has remained relatively static however consumption per unit
dropped from 0.158 in 2008 to 0.148 in 2009.
Table 16: Water Consumption per unit Slaughtered
Water
Consumption
2004
2005
2006
2007
2008
2009
On-site Well
75,983 m³
70,145 m³
73,029 m³
68,714 m³
63,708
51,679 m3
Total Units
436,815
396,921
448,031
410,695
402,729
350,097
M³/Unit
0.173
0.176
0.163
0.167
0.158
0.148
Bergin & Sons will strive to continue to reduce water consumption per unit further in
2010.
We will continue to be proactive in relation to leaks and water wastage.
Work commencement date: Continued
Proposed Completion Date: Continuous
♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦
M. J. Bergin & Sons Ltd._____________________________________ _______AER 2009
32
PHASE TWO “A” The main objective of phase two “A” will be to reduce the amount of solids entering the
biological plant from the lairage / truck wash area and tripe preparation area.
At present waste from the lairage and truck wash goes straight to the primary screen.
This waste has a high loading and adds greatly to the ingoing COD of the effluent plant.
Likewise waste from the tripe preparation room goes to the main screen. This waste
consists of a large amount of solids.
It is expected that this will reduce the biological load on the wastewater treatment plant
and so make it more efficient.
Work commencement date: June 2010
Proposed Completion Date: August 2010
Total Cost of Phase Two “A”: €10,000
M. J. Bergin & Sons Ltd._____________________________________ _______AER 2009
33
PHASE THREE “A” Phase three “A” will consist of completing the paving of the surrounds of the factory.
The process of paving the area surrounding the factory was completed in three phases.
This is the third and final phase of this project.
Work commencement date: June 2009 Proposed Completion Date: July 2010 Total cost of Phase Three A: €80,000 approximately M. J. Bergin & Sons propose to pave all necessary zones of the site in order to
completely comply with all regulations. The company propose to accomplish this by
means of a number of phases. The first and second phases are complete and the third
phase is underway.
The first phase of paving the surrounds of the abattoir was completed in October 2004.
The first phase included the entrance to the factory as far as the wall of the existing
sheep lairage. There is also a car park to facilitate all staff to the left of the driveway.
This accommodates 65 cars. This area is only accessible to cars and so is treated as an
uncontaminated surface. This whole area has been paved using hot rolled asphalt.
The second phase included the area in front of the Lairage and extends as far as the
Waste-water Treatment Plant. This area has been graded to fine-tune an existing fall
towards the Lairage. This area carries cattle trucks and is designated as a contaminated
area and all washings are diverted to the Waste water Treatment Plant.
Any areas that do not carry vehicles are designated as green areas and are landscaped
appropriately.
M. J. Bergin & Sons Ltd._____________________________________ _______AER 2009
34
Phase 3 will consist of completing this project to fully pave the surrounds. The remaining
area is predominately for refrigerated trucks and the run off will be designated clean.
12.0: ORGANIC WASTE
TABLE 17: Organic Waste (Pressed Paunch/De-watered Sludge) 2009
Nutrient Content of pressed Paunch / Sludge material Test Parameter
Result
Units
pH 7.0 pH
% Dry matter 20.34 %
Total N 4.9 %
Total P 0.83 %
Total K 1.01 %
Condition 7.6.7 states, “Organic waste produced at the site shall be analysed in
accordance with schedule 2 (iii) waste analysis of this licence” Table 13 outlines the
results of the actual analysis.
M. J. Bergin & Sons Ltd._____________________________________ _______AER 2009
35
TABLE 18: Average Nutrients Land spread in Effluent
Average Nutrient Content of Final Effluent Test Parameter Result Units pH 7.0 pH
Total Phosphate 1.01 Mg/L
Nitrate 7.30 Mg/L
TABLE 19: Total Nutrients Land Spread in Effluent
Parameter
2008 Land spread
2008 Discharged
2009 Land spread
2009 Discharged
Total N
0.069
Tonnes
0.046
Tonnes
0.064 Tonnes
0.075 Tonnes
Total P
0.007
Tonnes
0.013
Tonnes
0.008 Tonnes
0.010 Tonnes
Volume Land spread
10,852 M³
8,636M³
Volume Discharged to River
6994 M³
10,270 M³
TOTAL (Landspread/Discharged)
17,846 M³
18,906 M³
M. J. Bergin & Sons Ltd._____________________________________ _______AER 2009
36
13.0 INFORMATION ON WASTE STREAMS TABLE 20: Waste Disposal 2009
European
Waste Catalogue Code
Hazardous (Yes/No)
Description of
Waste
Quantity
(Ton/year)
Disposal/ Recovery
Code
Location of
Disposal/Recovery
Name of Waste Disposal Recovery Contractor
02 02 03
No
Category 1
(SRM)
3728
D10
Ferrybank, Co.
Waterford
(b) Waterford Proteins
02 02 02
No
Fat & Bone
1398
R1
Cahir, Co. Tipperary
(b) Munster Proteins
02 02 02
No
Fat
2871
R1
Ballyhaunis,
Co. Mayo
(b) Western Proteins
02 02 02
No
Blood
830
D8
Craigavon Co. Armagh N. Ireland
(c) APC Technologies Ltd.
02 02 02
No
Blood
240
D8
Nobber, Co. Meath.
(b) College Proteins
20 00 00
No
Refuse
7.90
D1
Oxigen Environmental
Limited
(b) Oxigen Environmental Limited
20 00 00
No
Recyclables
5.90
D1
Oxigen Environmental
Limited
(b) Oxigen Environmental Limited
NOTE: (b) Disposal Off Site Ireland (c) Off-Site (abroad) (a) Disposal On Site
M. J. Bergin & Sons Ltd._____________________________________ _______AER 2009
37
14.0 PRTR
Releases to Air
Releases to air were calculated from the most recent flue gas monitoring which was carried out by Euro Environmental Services. Flue
gas monitoring was carried out on five boilers. Flue gas measurements were carried out in accordance with the standard method
(Flue Gas Analyser) using TCR Tecora Isostack Basic & Impinger system and IMR 2000.
The results were as follows:
Table 21
Bolier No: NOx kg/hr NOx kg/year CO kg/hr CO kg/year SO2 kg/hr SO2 kg/year
1 0.0081 18.954 0.00054 1.2636 0.0012 2.808
2 0.0013 3.0420 0.00021 0.4914 0.0012 2.808
3 0.0009 2.106 0.00008 0.1872 0.0012 2.808
4 0.00005 0.117 0.00006 0.1404 0.0015 3.510
5 0.0015 3.5100 0.00016 0.3744 0.0017 3.978
6 0.0007 1.638 0.00014 0.3276 0.0013 3.042
0.0119 27.846 0.00105 2.457 0.0068 15.912
Releases to Water
Releases to water were estimated using the daily, weekly, monthly and annual test results.