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Pfizer Nutritionals Ireland LimitedT/A Wyeth Nutritionals IrelandAskeatonCo. LimerickIreland
Tel. +35361392168www.pfizer.ie
Ms. Sonja Smith
Administration Officer,
Office of Climate, Licensing & Resource Use,
EPA,
PO Box 3000,
Johnstown Castle Estate,
Co. wexford
ENVJRON~~;~~~ROTECTiON
23 MAR 2012
P0395-03IPPC Licnece Reg.:
Date: 22nd March 2012
Dear Ms. Smith,
Further to your letter of 26 January 2012 requesting further information we wish to advise as follows;
• We confirm that our activities are 7.2.2.• Please find attached Drawing Number 50-ME-31170 which identifies all storm water and
process effluent drains. The sources of all storm waters are identified in the right handcolumn of the drawing.
• Each emission point has a unique reference number and we have proposed threemonitoring locations (SW3, SW4 & SW5) to give a representative sample of the surfacewater leaving the site. We consider that providing sampling locations for all nine emissionpoints would not be BAT due to the high capital cost implications of providing sampling atsuch locations. Furthermore SW6, SW7 and SW8 traverse heavy traffic areas where asample location cannot be sited because of health & safety issues. Also between the roadand the river is a steep rocky slope where a pipe bridge is built making it hazardous toexcavate. SW9 passes under a waste compound where waste management equipment islocated and forklifts operate. Between the road and the estuary a very deep excavationwould be required to site a monitoring point and we believe that this is not practical.
• Please find attached completed tables for the water treatment plant discharge. Please notethat this was a once off monitoring event designed to give an indication of concentrationvalues that might be expected. Monitoring for the parameters shows that this discharge issimilar to what might be expected from an uncontaminated surface water discharge with theexception of the concentration levels of sodium and chloride. The average values forsodium and chloride are 3,820 mgll and 9,600 mgll respectively. The level of sodium andchloride in seawater is approximately 10,000 mgll and 20,000 mgll respectively. Thereforegiven that we are discharging to estuarine waters we believe that there will be minimalimpact.
Wyeth Nutritionals Ireland is a business name of Pfizer Nutritionals Ireland LimitedRegistered in Ireland Company Number: 39363l- VAT Number IE64l363lQRegistered Office: Operations Support Group, Ringaskiddy, Co. CorkDirectors: Peter Duffy, Paul DuffySecretary: Peter Duffy
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• Please find attached table giving MRP levels in our effluent during September & October2011. MRP concentration levels in our wastewater emissions are exceptionally low.
Should youy require any additional information please don't hesitate to contact me by phone at 061 601
307 or by email atbrian.shiel@pfizercom.
Yours sincerely, .
A' "I'j12>l.t..,.- /~~~Brian Shiel
EHS lead
End/ One signed original. one hardcopy and two copies of the following files on CD-ROM:
AppForm - Tables for SW8pdf
WVV MRP Results Aug and Sep 2011.pdf
50-ME-31170-BS 21-03-2012.pdf
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EPA Export 28-03-2012:04:19:48
F19F6F250
F4F217
AND OUTFALLSTORM WATER SILTTRAPLIMERICK Co. COUNCIL.
F5
F45A
F45B
F102F101
F104F103 F105
F20
F48
F51 F50 F49
F206F205
F204
F203
F216
F214
F2
F3
F1
F22
F8
F7
F12
F45C
F45D
F15
F16
F11
F10
F9
F213
No.25
F14
F24
F13
F23
F45
F47
F46
F46A
F18
F17
F43
F34F33
F30
F44
F29
F28AJ.
F42
F37 F38F31F27
F41
AJ.
F35F36
F40F26
F226
F57F258 F257
AJ254F256 AJ255
AJ253
OUTFALL
F210
F207
F208
F211
F241
F202
PUMP STATIONRISING MAINA.B.S. PUMP
F264
F265F273
AND OUTFALL
LIMERICK Co. COUNCILSTORM WATER SILT TRAP
A.B.S. PUMPRISING MAINPUMP STATION
MHAJ AJ
F59
F222
F62
F61
F218
F220
F221
F219
F60
F263
F263
(F261)
F260
F265
F264
F272
F270
F271
F269
F267
F268
F266
F
FF
CLOCKWISE
NO. 13
TOP OF BERM
TOP OF BERM
FH.01
FH.02
FH.03
FH.04
FH.05
FH.06
FH.07
FH.08
FH.09
FH.10FH.13
FH.14
FH.15 FH.16 FH.17 FH.18
FH.19
FH.11 FH.12
FH.20FH.21FH.22
FH.23FH.24
FH.25
FH.26
FH.27
FH.30FH.31
FH.32
FH.28
FH.29
DR4DR5
DR1B
U.V.
F45F
F45E
OUTFALL
OUTFALL
OUTFALL
OUTFALLOUTFALLOUTFALL
OUTFALLOUTFALL
F11A
F12A
F211G
F211F
F211D
F211E
F222A
F222B
RE
CIE
VE
RLI
QU
ID
LIFT
BOILER HOUSE
LIFT
MICRO LAB
MEDIA PREP.
PATHOGEN LAB
WRITE-UP AREA MEDIA PREP EXTENSION
MAIN OFFICES
MAINOFFICES
MAIN OFFICES
CHANGINGROOM
SHOE CHANGE
EVAPORATORS
LABORATORIES
PROCESS No. 1
TANK FARM
PROCESSNo. 1
CANNING LINE 2
CANNING LINE 3
CANNING LINE 5
CANNING LINE 4
P.D.S AREA
DU
MP
STA
TIO
NS
PROCESSNo. 2
PROCESSNo. 2X
PROCESS No. 3
OIL BUNDS& TANKS
WATERTANKS
CHP PLANT
SWITCHROOM
LOW LEVELWAREHOUSE
LOW LEVELWAREHOUSE
COMPOSITINGROOM
STOREANTE
ROOM
LOW LEVELWAREHOUSE
CAN MANUFACTURING PLANT
MICRO DISPAREA
BATCHMAKE UP
BATTERY ROOM
SWITCHROOM
SWITCHROOM
CAN PLANT
CANNING LINE 6
STICKPACK FILLING LINE
LABORATORIES
TRANSFORMERS
WATERTREATMENT
CAGE AREA
CONTROLROOM LIFT
SATELITEWAREHOUSE
WAREHOUSEOFFICE
WAREHOUSELAYDOWN AREA
PUMP HOUSE
CHURCH
ENGINEERINGSTORES
ENGINEERINGWORKSHOPS
CONTRACTOR SHOE CHANGE
SECURITY
PROJECTOFFICE
EFFLUENT TREATMENTPLANT
EFFLUENTWORKSHOPS
RTFLABORATORY
RTFWAREHOUSE
NPPD
RTFOFFICES
SWITCH ROOM
BOTTLEFILLING
RTFPROCESS
TETRAFILLING
TETRAPACKAGING
DETERGENTSTORE
ENGINEERINGPROJECT
WORKSHOP
SECURITY
CANNING LINE 7
RTFPACKAGING
WA
STE
MA
MA
GE
ME
NT
AR
EA
MA
LEFE
MA
LE
FEMALECHANGING AREA
MALECHANGING AREA
MALE
FEMALE
LIFT DRYERNo. 3
LINK CORRIDOR
HIGH RISEWAREHOUSE
LIFT
RECEPTION
NOONANCLEANINGSERVICES
DYNO-ROD
EMPLOYEEENTRANCE
Dis.
JANITORSSTORE
TEMPORARY SAP OFFICES
LABORATORIES
SHOECHANGE
ToteDispensing
LABORATORIESQuality
Assurance
TOTESTORAGE
ToteDispensing
RE-WORKROOM
TOTE FILLINGROOM
BOILERHOUSE
MEETINGROOM
CHANGINGROOM
MECHANICALWORKSHOP
ELECTRICAL STORE
ELECTRICAL STORE
CIVIL STORE
CIVIL STORE
CIVIL COMPOUND
SBRTANK 2
TREATEDEFFLUENT
BUFFERTANK
SLUDGETHICKENER
FILTRATEBUFFER
TANK
SBRTANK 1
SPRINKLERFIRE
WATER
ALUMSLUDGE
THICKENER
BELTPRESS
TANK
JDEOFFICES
HAZARDEOUSWASTESTORE
CHEMSTORECABIN
WASTE COMPACTOR
WASTE COMPACTORWASTE COMPACTOR
SWITCHROOM
INGREDIENTS ROOM
PLANT ROOM
RA
W M
ATE
RIA
LSS
ILO
S
CONTROLROOM
4 REWORK
EDUCTOR ROOM
OXONIA
EFFLUENT
CAUSTICBUND
ACIDBUND
TANKER UNLOADING AREA
NPDOFFICE
REV
VENDOR
ISSUE / DESCRIPTION
VENDOR DWG NO: VENDOR PROJECT NO:
CLIENT
ASKEATONCO. LIMERICK
DRAWING TITLE
DWG NUMBER:PLANT AREA:
PROPOSAL TITLE:
PROJECT TITLE:
PROJECT NO:PROPOSAL NO:
DRAWN BY:
DRAWN DATE:
REVISION:SHEET SIZE:SCALE:
STAGE:
DATE
PLEASE CHECK WITH PROJECT OFFICE TO ENSURE THIS IS CORRECT REVISION PRIOR TO CARRYING OUT ANY MODIFICATIONS
SURFACE WATER CATCHMENTAND DISCHARGE POINTS
50 Plant Layouts 50-ME-31170
.
.
. .
DM
13/02/12
A
PRE-CONSTRUCTION
Under Change
DISCHARGE POINTS COORDINATES:-
SW1 = N 151 496.000, E 133 614.000SW2 = N 151 540.000, E 133 552.000SW3 = N 151 676.000, E 133 516.000SW4 = N 151 027.000, E 133 683.000SW5 = N 151 088.000, E 133 662.000SW6 = N 151 244.000, E 133 653.000SW7 = N 151 314.000, E 133 629.000SW8 = N 151 351.000, E 133 623.000SW9 = N 151 483.000, E 133 572.000
ProposedMonitoring Point
ProposedMonitoring Point
CATCHMENT AREAS
SW1Plantwide Treated Effluent Only,
SW2Warehouse Roof, Warehouse Yard and Trailer ParkSurface Water Road Gullies.SW3Warehouse Yard, Trailer Park, Project Office,Contractors Compound and Road GulliesSW4RTF Warehouse Yard, Project Workshop and CarPark Surface Water Road Gullies
SW5RTF Roof and Main Car Park Surface Water RoadGullies with Oil Interceptor
SW6Canteen Roof, Main office Roof, AHU CondensationDrains, South End of Process Area Roof and RoadGullies
SW7Production Area, Powder Dump and Low LevelWarehouse Roof and Road Gullies
SW8Water Treatment Plant Overflow, Backwash,LowLevel Ware House Roof and Road Gullies
SW9High Level Warehouse Roof and Road Gullies
SW4 SW5
SW6
SW8
SW1
SW2SW3
SW7
Proposed Monitoring Point
SW9
Oil Interceptor
EXISTING MONITORING POINT COORDINATESSW2 = N 151 516 000, E 133 469 000
PROPOSED MONITORING POINT COORDINATESFOR DISCHARGE POINTS:-
SW3 = N 151 656.000, E 133 466.000SW4 = N 151 018.000, E 133 658.000SW5 = N 151 090.000, E 133 634.000
SW2Monitoring
Point
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EPA Export 28-03-2012:04:19:48
Page 11
ANNEX 1: TABLES/ATTACHMENTS
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EPA Export 28-03-2012:04:19:48
Page 12
TABLE B.1(i): EMISSIONS TO SURFACE WATERS (One page for each emission)
Emission Point:
Emission Point Ref. No.: SW8
Source of Emission: Water Treatment Plant
Location : Askeaton, Co. Limerick
Grid Ref. (12 digit, 6E,6N): 133623E, 151351N
Name of receiving waters: Deel Estuary
Flow rate in receiving waters: N/A m3.sec-1 Dry Weather Flow
N/A m3.sec-1 95%ile flow
Emission Details:
(i) Volume to be emitted
Normal/day 130 m3 Maximum/day 260 m3
Maximum rate/hour 90 m3
(ii) Period or periods during which emissions are made, or are to be made, including daily or seasonal variations (start-up /shutdown
to be included):
Periods of Emission (avg) 3 min/hr 1 hr/day 350 day/yr
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EPA Export 28-03-2012:04:19:48
Page 13
TABLE B.1(ii): EMISSIONS TO SURFACE WATERS - Characteristics of the emission (One table per emission point)
Emission Point Reference Number: SW8
Parameter Prior to treatment As discharged % Efficiency
Max. hourly
average
(mg/l)
Max. daily
average
(mg/l)
kg/day kg/year Max. hourly
average
(mg/l)
Max. daily
average
(mg/l)
kg/day kg/year
Total SS
BOD
pH
MRP
Dissolved Aluminium
Manganese
Sodium
Chloride
50
4
7.26
0.18
0.03
0.001
3820
9600
50
4
7.26
0.18
0.03
0.001
3820
9600
4
0.25
-
0.01
0.002
0.00009
686
1730
1400
87.5
-
3.5
0.7
0.0315
240,000
605,500
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Page 14
TABLE C.1(i): ABATEMENT/TREATMENT CONTROL
Emission Point Reference Number: SW8
Control 1
parameter
Equipment 2 Equipment
maintenance
Equipment
calibration
Equipment
back-up
Monitoring to
be carried out 3
Monitoring
equipment
Monitoring
equipment
calibration
N/A N/A N/A N/A N/A N/A N/A N/A
1 List the operating parameters of the treatment/abatement system which control its function. 2 List the equipment necessary for the proper function of the abatement/treatment system. 3 List the monitoring of the control parameter to be carried out.
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Page 15
TABLE C.2(i): EMISSIONS MONITORING AND SAMPLING POINTS (One table per monitoring point)
Emission Point Reference Number: SW8
Parameter Monitoring frequency Accessibility of Sampling
Points
Sampling method Analysis method/
technique
N/A
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Page 16
TABLE C.2(ii): AMBIENT ENVIRONMENT MONITORING AND SAMPLING POINTS (One table per monitoring point)
Monitoring Point Reference Number: _________
Parameter Monitoring frequency Accessibility of
Sampling point
Sampling method Analysis method/
technique
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Page 17
Table D.1(i) RECEIVING WATER SURFACE WATER QUALITY
Monitoring Point/Grid Reference: _________________________________
Parameter Results 1
(mg/l)
Sampling
method
(grab, drift
etc.)
Normal
Analytical
Range
Analysis
method/
technique
Date Date Date Date Date Date Date Date Date Date Date Date
pH
Temperature
Electrical
conductivity EC
Ammonia (as N)
Chemical oxygen
demand
Biochemical
oxygen demand
Dissolved oxygen
DO
Total Nitrogen
(as N)
Nitrite (as N)
Nitrate (as N)
Total Phosphorous
(as P)
OrthoPhosphate
(as P)
1 At least 12 samples should be taken at regular intervals.
Provide summary of the monitoring results
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EPA Export 28-03-2012:04:19:48
Pfizer Nutritionals Ireland Limited
MRP analysis results from 24-hour composite sample
Date MRP(asP) mg/l
30/08/2011 <0.03
31/08/2011 <0.03
01/09/2011 0.03
02/09/2011 <0.03
03/09/2011 <0.03
04/09/2011 <0.03
05/09/2011 <0.03
06/09/2011 <0.03
07/09/2011 <0.03
08/09/2011 <0.03
09/09/2011 <0.03
10/09/2011 -
11/09/2011 -
12/09/2011 <0.03
13/09/2011 <0.03
14/09/2011 <0.03
15/09/2011 <0.03
16/09/2011 <0.03
17/09/2011 <0.03
18/09/2011 <0.03
19/09/2011 <0.03
20/09/2011 0.05
21/09/2011 <0.03
22/09/2011 <0.03
23/09/2011 <0.03
24/09/2011 <0.03
25/09/2011 0.04
26/09/2011 <0.03
27/09/2011 0.04
28/09/2011 0.04
29/09/2011 0.04
30/09/2011 <0.03
01/10/2011 -
02/10/2011 -
03/10/2011 <0.03
04/10/2011 <0.03
05/10/2011 <0.03
06/10/2011 <0.03
07/10/2011 <0.03
08/10/2011 -
09/10/2011 -
10/10/2011 <0.03
11/10/2011 <0.03
12/10/2011 <0.03
13/10/2011 <0.03
14/10/2011 <0.03
15/10/2011 -
16/10/2011 -
17/10/2011 <0.03
18/10/2011 <0.03
19/10/2011 -
20/10/2011 <0.03
21/10/2011 <0.03
22/10/2011 -
23/10/2011 -
24/10/2011 <0.03
25/10/2011 <0.03
26/10/2011 <0.03
27/10/2011 <0.03
28/10/2011 <0.03
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