Pfizer Nutritionals Ireland Limited T/A · PDF filePfizer Nutritionals Ireland Limited T/A...

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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EPA Export 28-03-2012:04:19:48

• 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

ANNEX 1: TABLES/ATTACHMENTS

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EPA Export 28-03-2012:04:19:48

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

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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EPA Export 28-03-2012:04:19:48

TABLE C.1(i): ABATEMENT/TREATMENT CONTROL


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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EPA Export 28-03-2012:04:19:48

TABLE C.2(i): EMISSIONS MONITORING AND SAMPLING POINTS (One table per monitoring point)


Parameter Monitoring frequency Accessibility of Sampling

Points

Sampling method Analysis method/

technique

N/A

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EPA Export 28-03-2012:04:19:48

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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EPA Export 28-03-2012:04:19:48

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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