application article 11(2)(b)(ii) additional information · effluent from the mona plant is directed...

c ;;I (D g 0

IPPC

App

licat

ion

Art

icle

11(

2)(b

)(ii)

A

dditi

onal

Inf

orm

atio

n

2: 0 x

CI

0

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 25-07-2013:21:22:09

AXIS environmental services Town ofMonaghan Co-op Request for Further Information

Rep No: PO815-01

1.

2.

3.

4.

5.

Please confirm the full name o f the applicant as registered:

Town of Monaghan Co-operative Agricultural and Dairy Society Ltd

Clarifi the relationship between the applicant and the Mona Plant

The name of the holding company is Town of Monaghan Co-op Agricultural and Dairy Society Ltd. TMC Dairy Products Ltd (Mona Plant) is wholly owned by the Town of Monaghan Co-op Agricultural and Dairy Society Ltd and has the same legal entity. Effluent from the Mona Plant is directed to the Wastewater Treatment Plant operated by the Co-op.

Clarifi and explain the extensive list o f planning permissions granted in relation to the installation.

This installation was originally located on a green field site. As the company grew over the years, new buildings and extensions were erected accordingly. Planning permission was sought for each of the required development in accordance with the Planning and Developments Legislation.

Confirm the status o f the installation with respect to European Communities fControl of Maior Accidental Hazards Involving Dangerous Substances) Reaulations 2006 (SI 74 of 2006).

This installation does not have any of the compounds listed in part 1 of the regulations exceeding qualifying quantities in columns 2 or 3.

Provide details o f the activities, processes and emissions associated with the Mona activitv. Describe the controls, if any, on the effluent emissions prior to discharne to the wastewater treatment plant.

Activities:

The installation produces Yoghurts, Deserts and cultured buttermilk.

Process:

Milk is pumped from the Co-op to 3 milk storage silos (2 x 10,000 and 1 x 18,000 gal) at the Mona Plant. The milk is pasteurised and retained for a predetermined holding time. Milk is then cooled to incubation temperature and distributed into ripening tanks where the culture/ product grows. The next day the product is pH corrected, cooled and held in buffer storage tanks for final packing. Finished product is held in 2 cold rooms prior to distribution.

Version 0 of 9 Non-Technical Summary

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 25-07-2013:21:22:09

AXIS environmental services Town of Monaghan Co-op Request for Further Information

Reg No: POBIS-01

6.

7.

8.

9.

Complete Table E.l(iii) Main Emissions to Atmosphere for AE-1 and AE-2 fBoilers). (NOx. SOX, Particulates). Complete table El . (iv) Minor Emissions to Atmosphere for AE-3 (generator) and also provide details o f the scale for the generator.

The tables for emissions to atmosphere from A1 -1 and A1 -2 have been completed in Attachment 6.1 - Main Emissions to Atmosphere

Information is outstanding on the diameter of the stacks. This information is required to determine the exit velocity of gas from the stack. This information will be available in week beginning lgth March 2007.

Information relating to volumetric emissions has been calculated from combustion air requirements. This information was made available by the boiler manufacturers.

The generator is not used on site. This has not been used in over 15 years, as it is considerably undersized to operate any significant part of the plant.

Provide an assessment bv way of an air dispersion model, o f air emissions to atmosphere when operating the two boilers bv means of an air dispersion model and demonstrate compliance with the air qualitv standards.

Due to the lack of information with regard gas exit velocity and stack diameters, the air dispersion model has not been complete in time for this submission. The model will be forwarded to the agency within 2 weeks of this report.

Provide a site map showinz the clean surface water, effluent and coolinp/ condensate water collection svstems and discharne points to river or WWTP.

The Environmental Site Map has been included in Attachment 8.1 -

Environmental Site Map.,

Provide a copy o f anv acute toxicitv tests carried out on the effluent discharped.

There has not been any toxicity testing carried out on the effluent to date. Due to restrictions on the time of year for this test to be carried out and the time available for response to the agency, there is insufficient time available to provide this data. It is understood that this requirement will form a condition of the IPPC licence. Results will be forwarded to the Agency in due course.


For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 25-07-2013:21:22:09

AXIS environmental services Town ofMonaghan Co-op Request for Further Information

Reg No: PO815-01

10. Identifi the lands maintained for irripation o f effluent as required under the terms of your existing licence to discharae trade or sewape effluent to waters.

The lands which are mentioned in the discharge licence have been outlined in the site map included in Attachment 10.1 - Irrigation Lands

11. In relation to the WWTP and associated discharge to the River Blackwater the followinp further information is required:

Provide full details of flow measurement and sampling facilities and their locations;

There are four flow measuring devices installed around the plant to measure and monitor waste water movements around the plant. The following summarises the flow meters and their purposes:

FMl Measures flow rates exiting from the treatment plant prior to the constructed wetlands

FM2 Flow meter located at the coarse screens at the inlet to the treatment plant. This measures combined effluent from the dairy/ butter plant and the Mona factory. Flow meter positioned at pumping station 1 which is located at the weighbridge . Flow meter located at pumping station 2

FM3

FM4

Grab samples can be lifted from each of the storm water drains at their discharge point to the river Blackwater.

Grab samples may be obtained from the 2 pumping stations, combined influents of both stations at the coarse screen, the Mona plant inlet to the wastewater treatment plant at the coarse screen, individual and combined discharges from the constructed wetlands.

A location map and specific details pertaining to flow meters has been included in Attachment 1 1.1 - Flow Meter Locations

Provide discharge monitoring results for 2006;

Discharge Monitoring results have been included in Attachment 1 1.2 - Effluent Monitoring Results 2006

Version 0 o f 9 Non-Technical Summary

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 25-07-2013:21:22:09

AXIS environmental services Town of Monaghan Co-op Request for Further Information . .

Reg No:-P0815-01

Provide clarification in relation to the cause of elevated emissions of suspended solids, phosphate and nitrate in 2005;

A) Suspended Solids

This plant was originally engineered and designed to operate with tertiary sand filters in line. The practice of using sand filters did not operate as per performance criteria and often resulted in elevated concentrations of suspended solids in the effluent. In order to comply with discharge licence conditions set out in licence number 3/02 Town of Monaghan Co-op initiated a program of assessment and investigation to determine the best available technology for treatment of such effluent. A constructed wetland was installed and developed in 2005. This system was commissioned in 2005 and has had a significant and immediate effect on the quality of effluent in relation to suspended solids.

B) Phosphate

Town of Monaghan Co-op was experiencing difficulties of reachmg the required limits on the effluent with respect to Phosphorous. An investigation determined that the dosing pump was undersized for the volume of effluent produced and the quantities of chemical required for adequate treatment. As result of recommendations made, the dosing pump was replaced with a higher capacity system (from 6 l/hr - 15 l/hr) which allows for better control and management of effluent.

C) Nitrate

Concentrations of Nitrate have been determined to exceed licence requirements on a number of occasions during 2006. Much work has been done in the past at the installation to successfhlly reduce the concentrations of BOD, Phosphate, Ammonia and Suspended solids. Investigations have begun into the root cause and options available in order to reduce nitrate concentrations in the effluent to within licensed requirements. The results of this investigation and mitigation measures will be forwarded to the agency in due course. The current course of action is to:

1. Assess possibility of introducing an anoxic zone into the oxidation ditch 2. Assess possibility of introducing an anoxic zone into the Constructed Wetland.

The presence of an anoxic zone will aid with denitrification and reduce the concentration of nitrate in the discharge waters.


For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 25-07-2013:21:22:09

This assessment has been the River Blackwater


detailed in Attachment 1 1.4 - Assimilative Capacity of

Blackwater capacity was been required.

rough guide values in the event of an assessment not

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 25-07-2013:21:22:09

AXIS environmental services Town of Monaghan Co-op Request for Further Information

Reg No: PO815-01

13. Provide analvsis results for the DAF sludne and provide an assessment of the suitabilitv o f the sludEe for landspreadiriz as fertilizer.

A sample of sludge was analysed by an independent laboratory in February 2007 for N, P, K, Dry Matter and OFG. The certificate of analysis has been included in Attachment 13.1 - DAF Sludge Certificate. This waste product is high in nutrient content with Nitrogen and Phosphorous content of 3.3 and 1.7 g/kg sludge produced. This is consistent with DAF waste produced in similar industries around the country, which has beneficial nutrients that could be returned to the soil.

14. Provide details o f the sludne storaze capacitv available to the installation (onsite and off-site) and clarifi the quanti@ of sludge generated per annum and over the winter.

The total quantities of sludge produced on an annual basis are summarised as follows:

Annual:

DAFSludge 0 Treatment Plant Sludge

- 700 tonnes @ -30% DM - 400 tonnes @ -10 - 12% DM

Winter:

DAFSludge - 175 tonnes.@ -30% DM Treatment Plant Sludge - 120 tonnes @ -10 - 12% DM

All current practices with regard sludge management, storage and spreading are under review, in line with best practice and the nitrates directive. Information is been collected as regards composting, landspreading contractors and rendering of sludge. Further information will be submitted to the agency when clear decisions have been concluded.

Provide details o f the nutrient status o f the sludne based on analvsis results.

A certificate of analysis relating to sludge produced at Town of Monaghan Co- o p has been included in Attachment 14. l - Sludge Analysis.


For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 25-07-2013:21:22:10

AXIS environmental services Town of Monaghan Co-op Request f o r Further Information

Reg No: P0815-OI

Provide a nutrient management plan to demonstrate recovery capacity for the wwtp sludge penerated.

There has not been sufficient time between licence application and this reply in accordance with Article 11 to develop a nutrient management plan for this site. There is ongoing work to find the best method of dealing with sludge volumes generated on site. To date the following has been researched and costed:

Subcontract all Sludge to Contractor

Town of Monaghan Co-op have sourced and met with 3 separate contractors who collect sludge, provide storage for wintering periods, develop nutrient management plans, spread and manage documentation in line with legislative and EPA requirements.

Sludge Rendering Plant

A second option been visited is to have the sludge rendered at IPC licensed Facility. This company will provide storage, collections, and render the product with chain of custody for the material along the line.

Composting

There are numerous composting plants in the vicinity who are been met with to discuss the possibility of composting. Trials will be carried out as to the suitability of the waste for composting.

Provide waste permit details in relation to the contractor removing and landspreading the sludne.

Current contractors have applied for waste permits but these had not been issued in time for this reply. These will be forwarded to the agency as soon as they are issued.

15. Provide a site map showinp the boundaiy noise monitoring locations fNBl - NB4) and items of plant identified as NE1 - NES.

There are 4 boundary noise locations on site, presented on the site map (Environmental Noise Map - Boundary Locations) located in Attachment 15 - Environmental Noise Site Map.


For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 25-07-2013:21:22:10

1

AXIS environmental services Town ofMonaghan Co-op Request f o r Further Information

Reg No: PO815-01

16. Provide a site map showing the location of three on site boreholes, also clarifi the status o f the boreholes (dutv or standbv)

There are 3 boreholes on site; the locations of each are presented on the site map located in Attachment 16.1 -Borehole Location Map.

BH1 Duty BH2 Duty BH3 Duty/ Standby

17. Provide details o f the annual milk intake capacitv

The site has the capacity to treat and process milk, the quantity of milk received being greater than 200 tonnes per day (average value on a yearly basis). Volumes range on a yearly basis at the site. The volume of milk processed in recent years has been in the region of 50 million gallons.

18. Provide details o f the incident which resulted in the conviction under the Water Pollution Acts 1977 - 1990, the details shall include the date, cause, impact and mitigation measures taken following the incident;

A summary of the details has been included in Attachment 18.1 - Water Pollution Incident

19. Provide information to show that Town o f Monaghan Co-op is likelv to be in a position to meet any financial commitments or liabilities that mav have been or will be entered into or incurred in carryinz on the activihr to which the application relates or in conseuuence o f ceasing to carry out that activiw.

Details pertaining to financial provisions have been included in Attachment 19.1 - Financial Provisions.


For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 25-07-2013:21:22:10

AXIS environmental services

Temperature

Article I I Requestfor Additional Information

Licence No: PO815-01

300 "C(max) 150 'C(min) 230°C(avg)

~ _ _ _ _

6. Complete Table E.1 (iii) Main Emissions to Atmosphere for AE-1 and AE-2 (Boilers), (NOx. SOX. Particulates). Complete table E l . (iv) Minor Emissions to Atmosphere for AE-3 (Penerator) and also provide details o f the scale fo the generator.

TABLE E.l(i)

Emission Point:

BOILER EMISSIONS TO ATMOSPHERE (1 Page for each emission point)

Periods of Emission (avg)

Emission Point Ref. Ne:

60 minhr 24 hr/day 365 daylyr

Location :

Grid Ref. (12 digit, 6E,6N):

Vent Details

Diameter:

Height above Ground(m):

Date of commencement of emission:

Characteristics of Emission :

AE1 -Main Boiler

Main Factory

667807,835309

(Unknown) -To be determined

19 m

1979

Boiler rating

Steam Output:

Thermal Input:

Boiler fuel

Type:

Maximum rate at which fuel is burned

%sulphur content:

NOx

Maximum volume of emission

(7 110 Kwl Hr) kgihr

8.9 MW

Uses Heavy fuel oil - however there is an option required to alternate fuels as market changes.

(8 IO UHr) kgihr

900 mgMm'

0°C. 3% 02(Liquid or Gas), 6% Oz(Solid Fuel)

-10,000 Nm'hr

Period or periods during which emissions are made, or are to be made, including daily or seasonal variations (start- up/shutdown to be included):

Attachment 6.1 - Emissions to Atmosphere

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 25-07-2013:21:22:10


Temperature

Article I I Request for Additional Information

Licence No: P0815-01

300 "C(max) 150 "C(min) 230"C(avg)

TABLE E.l(i)

Emission Point:

BOILER EMISSIONS TO ATMOSPHERE (1 Page for each emission point)


Emission Point Ref. P:

Location :

Grid Ref. (12 digit, 6E,6N):

Vent Details

Diameter:

-minihr __ hrlday -dayly

Standby Boiler - Inconsistent Use

Height above Ground(m):

Date of commencement of emission:

Characteristics of Emission :

AE2 - Standby Boiler

Mona Factory

667883,835241

(Unknown) -To be determined.

20 m

1983

Boiler rating

Steam Output:

Thermal Input:

Boiler fuel

Type:

Maximum rate at which fuel is burned

%sulphur content:

NOx

Maximum volume of emission

I

(5700 KwlHr) kgihr

7.1 MW

Uses Light fuel oil - however there is an option required to alternate fuels as market changes.

(650 Iihr) kgihr

900 mgiNm3

O T . 3% OZ(Liquid or Gas), 6% 02(Solid Fuel)

9,000 Nm3/hr

(0 Period or periods during which emissions are made, or are to be made, including daily or seasonal variations (strrrt- up/shutdown to be included):


For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 25-07-2013:21:22:10

AXIS environmental services Article I I Request for Additionai Information

Licence No PO815-01

TABLE E.l(iii): MAIN EMISSIONS TO ATMOSPHERE - Chemical characteristics of the emission (1 table per emission point)

Emission Point Reference Number: AI -1

Parameter

NOx

s o 2

Particulates

Prior to treatment(')

mgNm3

Max

m g ~ m '

Tq -K 900

1700

150

900

1700

150

1. 2.

Concentrations should be based on Normal conditions of temperature and pressure, (i.e. O°C,10 1.3kPa). Wet/dry should be the same as given in Table E.l(ii) unless clearly stated otherwise.

As discharged"'

9

17

1.5

kgih.

Max

9

17

1.5

k

Avg

3285

6205

548

year .

Max

3285

6205

548


For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 25-07-2013:21:22:10

I I

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 25-07-2013:21:22:10


Licence No: PGSlj-01


Rum TBNt 'C Sbaaml sfmm2 sbepm3 -4 -5 warkrasc trct Ext lls VB US vs We

0 0 0 0 39.977 -9.02 4.0052 0 0 0 4.0052 lo 0.11

1 100 21.9 - 39.977 2 300 21.9 - 0

20.021 0 0 0 0 50-1 0.01 2 3 100 21.9 - - _ _ - _I__ " - I- I

FMl: Flow Meter between Treatment Plant and Constructed Wetlands

7-

40 80 tw) 120

Page 1 of 1

Attachment 11.1 - Flow Meter Locations

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 25-07-2013:21:22:10

AXIS environmental services Article I I Request for Additional Information

tccnce No. F0815-01 L: - ~

FM2: Flow Meter at Treatment Plant Inlet

&2$JQ ABB Kent-Taylor L imitcd

C u s t o m e r

Our Order Ref - : 2064 /4/?/P/KN H e t e r Type : VERIPLIIX Meter Code : VTC 7021027200 Serial WO. : A I A 01 10

I "......- T e s t Run Water Run Time Teap S t r e a m 1 Strerun 2

80 3 c m'3 /h m^7/h 1 1 18.5 o.ooo0 o.oo00 T 1 18.5 0.0000 O.oo00 7 1 0 0 1B.5 0 . m 0.omcl 4 1 0 0 18.7 0.0000 0 . W

C a l i b r a t e d Bcre D : 0.1

PS P3owratn z 100 'Test Plant : 2 - 150m"7/hr Supply: Bipolar Pulse 1)Rt.B

R e f . V o l t a g e : 172-74mV

- YS V e l o c i t y eetti

: 27 Mar 1991 C e r t . No+ t SP 91 /5Mo Page t of ?

Reference Flournte S t r e a m fr S t r e a m 4

m " 3 J h m'7/h 0.0000 0.oooo 0.000 61.18 O.ooO0 49 .A6 0.OOoo 0.oooo

Total mA3/h

O.oOo(5

94.59 49 86 10.82

Attachment 11.1 -Flow Meter Locations

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 25-07-2013:21:22:10

.


Licence No: PO81 5-01

FM3: Flow Meter at Pumping Station 1

Information unavailable at this time.

Attachment 11. I - Flow Meter Locations

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 25-07-2013:21:22:10

AXIS environmental services Article 11 Request for Additional Information ~.

Licence KO: PO815-Ol

FM4: Flow Meter at Pumping Station 2

..l .

971937D

V/16062/1/ 1

SX%PfVJ16062/UB

magmaeter

Attachment 11.1 - Flow Meter Locations

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 25-07-2013:21:22:10

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 25-07-2013:21:22:10

.-




11.2 Summary of Effluent Discharged in 2006

Jan-06

BOD COD Suspended Solids PH Phosphate (as P) Nitrates (as N) Ammonia (as N)

Feb-06


27/01/2006 28/01/2006 03/01/2006 10/01/2006 16/01/2006 18/01/2006 20/01/2006 23/01/2006

2 3 5 2.59 4 2 4 2.5 22 33 25 21 28 32 24 29

7.92 7.89 7.61 7.79 7.74 7.84 7.83 7.87

28.1 26.5 17 5.5 20.4 28.5 28 27.9

0 3 1 4 2

0.37 0.4 0.75 0.12 0.32 0.2 0.24 0.2

0 0.01 0.1 0.01 0.53 0.01 0.07 0

1 3 7 2.5 2 2 1.5 34 55 71 34 30 28 48 4 0 14 3 0 6 5

7.89 7.8 7.92 7.96 7.63 7.82 7.93

27.2 28.8 27.5 14 13.7 17.4 22 0.83 0.21 0.31 0 0 0.23 0

0.97 0.75 0.82 0.37 0.34 0.29 0.24

Suspended Solids

Phosphate (as P)

Attachment I I .2 - Effluent Monitoring Results 2006

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 25-07-2013:21:22:10

AXIS environmental services Article I 1 Req zest for Addiiigil cil i’n,%miation

Licence NO: PO815-01

Apr-06

BOD COD Suspended Solids

Phosphate (as P) Nitrates (as N) Ammonia (as N)

PH

May-06



PH

Jun-06



PH

26.3

44 12 18 9 25 17 6 0 6 0 0 0

7.97 7.89 7.88 7.85 7.67 7.77 1.51 2.79 1 .I 1.9 1.73 3.7 26 20.8 17.7 20.8 5 20.6

Attachment 11.2 -Effluent Monitoring Results 2006

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 25-07-2013:21:22:11

AXIS environmental services Article I I Requesrfor Additional Information


Suspended Solids

Phosphate (as P)



Phosphate (as P) Nitrates (as N) Ammonia (as NI

PH

1 2 1 1.5 2 1 3 3.5 29 20 30 42 43 3 30 28 6 10 3 7 3 0 12 6

7.77 7.84 7.86 7.82 7.84 7.89 7.79 7.93 2.91 3.99 2.01 2.66 2.59 1.54 1.33 1.52 26.25 32.2 23 26.5 30.8 19.8 6.2 0.3 1.47 0.42 0.06 0.05 0.05 0 0.02 0.44

912006 2 6 29/0

11 8.5 2 0.45 1 2 38 71 11 31 7 13

21 0 1 0 2 7.83 7.83 7.83 7.76 7.9 7.95 3.19 3.78 1.13 1.04 1.7 1.54 0.4 1.3 13.4 9.5 36 41.3 3.42 4.39 0.45 0.33 0 0

Attachment 11.2 - Effluent Monitoring Results 2006

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 25-07-2013:21:22:11



Oct-06



PH

NOV-06



PH

06/10/2006 lO/ l 13/10/2006 7 7/10/2006 21/1 24/10/2006 006 3111

2 3 1 2 1 1 3 3 12 8 9 16 5 19 35 23 10 1 0 5 0 4 0 4 7.7 7.75 7.8 7.92 7.7 7.5 7.8 7.75 0.86 0.82 0.7 0.74 0.74 0.92 1.63 1.34 28.7 34.2 32.6 45.2 35.2 33.4 32.4 31.9 0.01 0 0.02 0.93 0 0 0.46 2.66

1 1 3 1.5 1 1 2 34 4 28 4 19 10 37 1 1 2 5 6

7.88 7.73 7.86 7.97 7.86 7.86 7.91 0.86 0.91 0.58 0.88 0.02 0.21 0.53 31.2 23.3 40.1 32.8 26.3 8.4 22.7 0.35 0 0.46 0 0 0.03 0.54

e- _-

Suspended Solids

Phosphate (as P) Nitrates (as N)

Attachment 11.2 - Effluent Monitoring Results 2006

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 25-07-2013:21:22:11

AXIS environmental services Article 11 Request for Additional Information


11.3 Constructed Wetlands

The constructed wetlands were installed and commissioned at the Co-op in 2005. This was carried out in consultation with EMS Consulting Ltd, Town of Monaghan Co-op and Monaghan County Council - Environmental Department to comply with condition l(b) of the discharge licence (No 3/02).

The development consists of 2 constructed wetlands (CW) cells, each measuring 37.5 long by 25m wide. The cells are of Free Water Design incorporating phragmites australis (common reed) plants at 1.5m centres with a maximum water depth of 0.2m at the inlet end and 0.338m at the outlet. The volume of water in each cell is approximately 120 m3, giving a total volume of 240m3.

An initial onsite characterisation study was carried out for the CW system to establish the water table level and ascertain the permeability characteristics of the soil. The upper layers are topsoil and sandy loam material, with a T-value of 12 - 33. The lower layers consisting of clay loam have a T value in excess of 60. It was concluded that the effects on groundwater would be negligible.

The CW cells have a very minor visual impact. The reeds inside the cells have grown to -2m tall and present somewhat of a natural feature. The system does not have any significant impact as regards odour. The effluent discharge to the cells has already been treated to a high standard therefore reducing potential risk.

Commissioning of the plant took place during July/ August 2005. There was an instant improvement in the quality of effluent been discharged as is noticeable from the 2005 discharge data submitted to the agency in the original application.

Attachment 11.3 - Constructed Wetlands

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 25-07-2013:21:22:11

AXIS environmental services Town of Monaghan C o - o p Attachment 11.4

Assimilative Capacity of River Blackwater

h

a . r a a

c,

3 5

t $ $ 2 zp7

'G 2 4

- h *- Q) G *

Report Number:

Version 1

Town of Monaghan Co-op

AXIS environmental services 40 Coolraine Heights, Old Cratloe Road, Limerick

Ph/ Fax (061) 324587 (087) 6367436

Coolshannagh, Monaghan.

IPPC Application 2007

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 25-07-2013:21:22:11

AXIS environmental services Town of Monaghan Co-op Attachment 11.4


Contents Page

1.0 Introduction .................................................... 3

2.0 Methodology ..................................................... 3

3.0 Phosphorous Regulations .................................................... 6

4.0 Maximum Discharges ................................................... 7

5.0 Receiving Waters ................................................... 7

6.0 Assimilative Capacity ................................................... 8

7.0 Discussion of Impacts ................................................... 9

Version 0 Page 2 of 14

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 25-07-2013:21:22:11



1.0 Introduction

AXIS environmental services were commissioned by Town of Monaghan CO-@ to carry out an environmental assessment of the River Blackwater for the purposes of assimilating treated effluent. This assimilative capacity was being assessed as part of an IPPC Application.

There are currently 2 main discharges to the River Blackwater from operations at Town of Monaghan Co- Op. These have been summarised in the licence application as follows:

SW5 Final Effluent SW2 Storm and Condensate Water

Other minor discharge points have been listed as follows:

SW1 Storm Water SW3 Storm Water SW4 Storm Water SW6 Storm Water & Uncontaminated cooling water

Cooling water is abstracted from the groundwater wells located on site. The water is used in a closed system at the Mona plant, therefore not coming in contact with any process materials. Cooling water is collected in a holding tank at the Mona factory where some is recycled in the cooling system. Overflow from this tank is diverted to the surface water system and discharged to the river Blackwater at point SW6.

Investigations were carried out to obtain historical information form the Environmental Protection Agency, Office of Public Works and the Regional Fishery Board with regard to water quality of the Blackwater. This river has been surveyed and monitored by both Monahan CO CO and the EPA over the last number of years.

2.0 Methodology

In the preparation of Water Quality Management Plans in Ireland, use has been made of the Dry Weather Flow (DWF) which has been defined as the annual minimal daily mean flow rate with a return period of 50 years. Using this definition, it can be seen that the DWF is a statistical measure of low flow and usually requires reliable long term low flow data. Specific runoff, ie DWF per unit area can be stated for a particular location but there is no basis for a generalised rule of thumb for estimating dry weather flow.

Historical hydrometric data pertaining to flow rates has been collated for this River at Faulkland and Milltown Bridge, downstream and upstream of the Co-op respectively. The EPA has an on line meter continuously recording flow rates in the waterbody. From historical flow data the EPA have calculated the low flow rate in this river at 0.03 m’lsecond. This corresponds to a 95 percentile dry weather flow rate of 0.05 m3lsec (or -4,320 m’lday).


For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 25-07-2013:21:22:11



Table 1: Dry Weather Flow

1 Data obtained from the EPA 2 Data obtained from the OPW website

Table 2:Biological Rating of the River Blackwater

Data obtained from Monaghan CO CO

0


For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 25-07-2013:21:22:12

AXIS environmental services Town ofMonaghan Co-op Attachment 11.4

Assimilative Cauacitv of River Blackwater

2.2 Chemical Water Quality Results

Table 3:U Year

2002 (21 samples) 2003 (8 samples) 2005 (1 2 samples) Average Results

Table 4:Ii Year

2002

samples) 2003

samples) 2005

samples) Average Results

(21

(8

(12

stream at Station 051 PH

H Units

?FT%l?F $ 7.6

nediately Downstream at Station 0600 - Br PH I Dissolved Oxygen

0.04 0.06 0.03 0.07 0.15 0.57 0.73 1.18 0.04 0.06 0.03 0.07 0.15 0.57 0.73 1.18

0.04 0.11 <0.03 0.06 0.22 0.43 1.07 2.04

0.04 0.13 <0.03 0.07 0.19 0.49 0.87 1.61

0.04 0.11 <0.03 0.06 0.22 0.43 1.07 2.04

0.04 0.13 <0.03 0.07 0.19 0.49 0.87 1.61

1 Monaghan-Aughnacloy Rd

2.3 2.7 4.7 0.02 0.06

<1.5 2.1 3.6 0.03 0.05

1.6 2.3 3.9 0.2 0.5

0.10 0.04

0.17 0.04 0.20 0.65

~

1.33

1.81

- 1.65


For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 25-07-2013:21:22:12



(21 samples) 2003 7.9 8.0 8.2 87 94 104 2.6 3.6 5.5 0.05 (8 samples) 2005 7.7 7.9 8.3 93 98 107 c1.5 2.1 2.6 0.03 (12 samples) Average 7.8 8.0 8.3 90 - 97 110 1.8 2.7 3.8 0.04 Results

0.09 0.13 0.04 0.23 1.19

0.07 0.14 c0.03 0.08 0.17

0.07 0.18 0.03 0.14 0.83

Total Oxidised

Version 0 Page 6 of I4

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 25-07-2013:21:22:12



3.0 SI 258 of 1998

The following information summarises details in legislation pertaining to the Phosphorous Regulations:

(2) Where the quality standards specified in Columns 2 and 3 of Part 1 of the Third schedule provide for a higher standard than the existing biological quality rating for any part of a river, water quality shall be improved so as to meet the relevant specified standard.

(4) Subject to sub-article (9), the requirements of sub-article (2) shall be met-

(a) by the 31st day of December, 2007, for any part of a river with an existing biological quality rating based on monitoring carried out during the period commencing on the 1st day of 1995 and ending on the last day of 1997, and (b) in the case of any part of a river other than that referred to in paragraph (a), not later than ten years after the Agency first assigns the biological quality rating for the part of the river concemed based on monitoring camed out after 1997

9) The period specified in sub-articles (4) and (8) for compliance with the quality standards may be extended for a period not exceeding 6 years for any part of a river or lake, if, but only if, the relevant local authority or, as the case may be, the Agency is satisfied that one or more of the following circumstances exist in relation to such part of the river or lake concemed-

(a) water quality is severely affected by human activity making compliance with the quality standards, within the period specified in sub-articles (4) or (8), impractical or entailing excessive costs in attempting to do so, or

(b) at least the best available technology not entailing excessive costs is being used to treat any direct discharge or emission affecting the quality of the relevant part of the river or lake, or

c) such steps as may be appropriate are being pursued by the local authority under the Principal Act or by the Agency under the Act of 1992 in respect of other sources of pollution for the purpose of seeking to comply with the quality standards.

Monaghan County Council does not have River Management Plans in the county. River Basin District Management Plans are being developed by Consultants under a steering Group and Donegal County Council are overseeing this project for the region. The interim target for the upper Faukland Br site is 3, with a corresponding Ortho-phosphorous limit to be applied as taken from the regulation; 0.070 ug/L.


For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 25-07-2013:21:22:12


Flow

Town of Monaghan C o - o p Attachment 11.4

Assimilative Capacity ofRiver Blackwater

820 m3/day Flow 300 m3/day

4.0 Peak Discharges from Town of Monaghan

Table 5:Summary of Discharges

Parameter I- Nitrates Ammonia

Final Effluent Condensate I Total Discharge

Discharge ischarge Requirements Parameter Requirements

11.2 15.3 20.5 0.82 1.94

5.0 Receiving Waters

Table 6:River Flow Rates

95%ile Flow

Median Flow

95Ohile Flow

Median Flow

Note 1 : 95 percentile dry weather flow rates have been taken from the nearest monitoring station to the Co-op at Faulkland Bridge Upper. This monitoring station is under the supervision of the EPA. Note 2: Median Flow Obtained from OPW Website (Cappog Bridge Median Flow = 1.3456 / 65km2 or 0.0207 m3/sec per km2. The catchment for Faulkland is 125 km2 =-2.6084 m3/sec) Note 3: Combined flow rate has been calculated from the river flow rate, maximum effluent and condensate water discharges from the plant. 0.05 + 0.0094 (Final Effluent) + 0.0035 (Condensate)


For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 25-07-2013:21:22:12

1

OP



2.24 0.357 0.009 0.397 0.049

6.0 Assimilative Capacity of Receiving Waters

Concentration Note 2

documents have indicated a figure of 4 Note 2: Background Concentrations w

Note 3: There were no background results for Nitrate alone. Total Oxidised Nitrogen Results have been used for the purpose of calculation (table 3) Note 4: Nitrate Limit in Drinking water is 11.3 mg/L as N. The CEC (Council of the European Communities) additionally recommend a lower limit of 5.65 mg/L as N. Note 5: Reference made to the EPA Document “Parameters of Water Quality Interpretation and Standards”. The table in Appendix 3 proposed concentrations of Total Ammonia at certain pH and temperature that would contain 0.02 mg/L as NH3 of unionized ammonia. Using average background concentrations of temperature 10°C and 7.9 pH units, the factor to be applied would be 1 : 55 (1.1 mg/L Total Ammonia contains approximately 0.02 m g L as NH3 of unionized Ammonia). By this method, the average background concentration of Ammonia in the Blackwater (0.07 mg/L as N), would consist of approximately 0.001 mg/L as NH, of un-ionised ammonia. Note 6: The 95 percentile dry weather flow rate has been taken from the nearest monitoring station on the River Blackwater at Faulkland Bridge Upper (Station 0650) and volumes of water been discharged in effluent and condensate, Note 7: Monaghan CO CO have set a target Q rating of 4 3 for Faulkland Bridge. The corresponding Ortho-P concentration for a 4 3 is 70 ug/l.

Table 7:Impacts

BOD

S S N o t e 1

Nitrates

Ammonia

11.2

18.3

20.5

0.82

2.06 0.049

2.81 0.068

3.77 0.091

0.15 0.004

4.26 2.2 Background Background

+ 2.81 + 0.068 Background Background

+ 3.77 + 0.91 (0.07 + 0.15)

0.22 0.074 (0.04 + 0.357)


For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 25-07-2013:21:22:12



7.0 Discussion of Impacts

7.1 Receiving Water

Town of Monaghan Co-op discharges its effluent, condensate, cooling and storms waters to the River Blackwater. This river was determined as Class B Slightly Polluted upstream of the Co-op. The monitoring station upstream (0510) near Milltown Bridge was determined to have a Q rating of 3-4 in 1996. The most recent biological monitoring was camed out in 2004 at this station which indicates there has not been any significant deterioration of water quality since. The background concentration of pollutants has been relatively low, with an average background BOD of 2.2 mg/L and Ortho-P of 0.04 mg/L as P.

The Faulkland Bridge Upper was the closest flow monitoring station (0650) to the Co-op. This station has been in operation since March 1975. The dry weather flow determined at this station over the period was 0.03 m3/second. The EPA has calculated a 9Sfi percentile flow rate of 0.05 m3/second for the river over the period. Water quality at this point was determined as moderately polluted (42-3) in 1996. The water quality target set for this station by Monaghan CO CO was 43 with a corresponding ortho-p concentration of 70 ug/L. The latest monitoring results for this station (2004) indicate that the quality of the river is improving with a 4 3 rating and median Ortho-P results of 70 U&.

7.2 Biochemical Oxygen Demand (BOD)

The maximum volume of effluent to be discharged in any one day has been set at 820 m3, while condensate has been proposed at a limit of 300 m3/day. Table 5 has summarised the emission limit values requested for the IPPC licence. The corresponding tables E2(i) and (ii) have been included in the appendix of this report.

Town of Monaghan have a limit of 10 mg/L applied on effluent discharges. This is a realistic target which is attained on >99% of samples since commissioning the new constructed wetlands. This will result in worst case scenario of 8.2 kg of BOD been discharged to the river in one day. A BOD limit of 10 mg/L has also been requested for condensate waters, which would result in a loading of 3kg to the river per day based on maximum discharges. The combined loading from SW2 and SW5 would be 1 1.2 kg/day.

The river was assessed for assimilative capacity during both median and dry weather flow rates. Guidelines from the EPA indicate that a BOD concentration exceeding 1 mg/L outside the mixing zone would be considered significant. The assimilative capacity of the river during dry weather flow and median flow rates were determined at 10.9 and 407 kg/day respectively (using the maximum background BOD of 4 mg/L). There would be negligible effect on the river during median flow, however assuming both the wastewater treatment plant and condensate waters were discharging together at peak loads during a dry weather flow, the assimilative capacity of the river would be considered on the limit. It is for this purpose that there are irrigation lands surrounding the installation whereby wastewater may be sprayed onto land, thus receiving further treatment prior to discharging to the river (Condition 1( c ) of Discharge Licence 3/02).

7.3 Ortho-Phosphorous (OP)

Town of Monaghan Co-op have requested an emission limit value of 2 mg/l (1.64 kg/day) for Ortho- phosphate on the final effluent and 1 mg/L on the condensate waters (0.3 kg/day). The total load to the river assuming both discharges were at their peak would be 1.94 kg P/day. As the water quality targets for Faulkland Bridge Upper are to attain a 4 3 classification, the maximum Ortho-P concentration in the water should be no greater than 0.070 mg/L. Based on median monitoring results attained by Monaghan CO-CO for 2005, this target is on line to be achieved. The assimilative capacity of the river was determined at 0.18 1 and 6.8 kg/day for dry weather flow and median flow rates respectively. The river does not have the assimilation capacity to take peak discharges from both the effluent and condensate during dry weather flow and therefore effluent would be diverted to irrigation lands in periods of low flow.


For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 25-07-2013:21:22:12



Normallday

Maximum ratehour

TABLE E.2(i): EMISSIONS TO SURFACE WATERS

590 M3 Maximudday 820 m3

45 M3

Emission Point:


Emission Point Ref. NQ:

60 minlhr 24 hrlday 365 daylyr

Source of Emission:

Location :

Grid Ref. (1 0 digit, 5E,5N):

Name of receiving waters:

Flow rate in receiving waters:

Available waste assimilative capacity:

SW5 - Final Effluent

Waste Water Treated Effluent

Outlet of Constructed Wetlands

667555,83531 1

River Blackwater

0.03m3.sec-' Dry Weather Flow

m m 3 . s e c - ' 95%iIe flow

BOD/day

Emission Details:


For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 25-07-2013:21:22:12



Emission Point Ref. N":

TABLE E.2(i): EMISSIONS TO SURFACE WATERS

Emission Point:

s w 2

Location :

Grid Ref. (1 0 digit, 5E,5N):

Source of Emission: I Storm Waters + Condensate Waters

Creamery

667824,835441

Normal/day

Maximum ratehour

Name of receiving waters: River Blackwater

200 M' Maximudday 300 m3

65 M3

Flow rate in receiving waters:


0.03m3.sec-' Dry Weather Flow

m m 3 . s e c - ' 95%ile flow

min/hr hdday daY/Y

Dependant on evaporation operation - could vary from 0 dayslweek to 5 days per week

Available waste assimilative capacity:

Emission Details:

The volume of condensate produced is highly variable and ranges between 0 - 300 cubic metres per day. Typically the volume of condensate reaches a peak over the summer months of May! June/ July. During these months the average flow of condensate is around 200 cubic metres per day, with a maximum of - 300 m3/day.

Version 0 Page 12 of14

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 25-07-2013:21:22:12


L BOD

COD

PH

ss Ortho P

Nitrate

Ammonia

Town of Monaghan Co-op Attachment 11.4


TABLE E.2(ii): EMISSIONS TO SURFACE WATERS - Characteristics of the emission (1 table per emission point)

Emission point reference number : S W5 - Final Effluent

10

80

6 - 9

Maximum Discharge Flow Rate for Town of Monaghan Co-op - 820 m3/ day Maximum Discharge Hourly 45 m3/ Hour

8.2 65.6

-

Parameter r - Prior to treatment

No data available

Max. hourly average (mgll)

10

80

6 - 9

15

2

25

1

As discharged

15

2

25

1

12.3

1.64

20.5

0.820

kglyear

2,993 23,944

-

4,489

598

7,482

300

Page I 3 of 14 Version 0

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 25-07-2013:21:22:12



Max. hourly average (mgll)

TABLE E.2(ii): EMISSIONS TO SURFACE WATERS - Characteristics of the emission (1 table per emission point)

Max. daily kg/day kglyear average (mg/l)

Emission point reference number: SW2 - Storm Water and Condensate Waters

Maximum Discharge Flow Rate for Town of Monaghan Co-op - 300 m3/ day

10

Parameter I Prior to treatment

10

As discharged I %Efficiency

Max. hourly average (ms/l)

Max. daily average (mgll)

10

1

10

1

90,000

90,000

0.3 I 9r000 I


For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 25-07-2013:21:22:12

AXS environmental services Article I I Request for Additionnl Informution


Attachment 13.1 DAF Sludge Certificate

P-

TQWN OF GcaOLSWA

CO. MONAGHAN.

HAN CO - 0

IUCYUABWAW

TOTAL NI7 HOGEN m m g 3260 TOTAL PHOSPIIOROUE mgfQ 1738 FATS OILS GREASE o/c 77.0 POTASSIUM m g W 1 a9 ASH Yn 2 65 DRY MATTER % 2Y 7

Si

Attnchment 13.1 - DAF Certifcnte Page I of I

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 25-07-2013:21:22:12

i




Attachment 14.1 Sludge Analysis:

Analysis undertaken at Teagasc - Johnstown Castle:

Attachment 14. I - Sludge Certificate Page I of I

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 25-07-2013:21:22:12




Attachment 15.1 Environmental Noise Map

Attachment 15.1 - Environmental Noise Map

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 25-07-2013:21:22:12

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 25-07-2013:21:22:12

AXIS environmental services Article I 1 Request for Additional Information


Attachment 18.1 - Water Pollution Incident

Date o f Occurrence: 1 dh April 2000

Incident Summary: Cream Spillape from Silo No 4

Cause:

A new cream silo (No 4) was being commissioned as part of a refurbishment programme to Dairy and Butter operations. A number of parts were removed from the floor of the silo on Friday evening (07"' April) including:

1. Temperature sensor 2. Level Transmitter 3. Low Level Probe

Over the weekend the level transmitter was replaced but the other 2 parts were unavailable. As the work had not been complete the bungs or closures were not refitted to the bottom of the silo. On Monday afternoon, Silo No 4 was inadvertently selected to fill pasturised cream as the other 3 silos were already in use. As a result some of the cream was discharged through open sockets. Most of the cream was diverted to the wastewater treatment plant; however some cream made it into 2 storm drains at the dairy.

Actions:

The following actions were implemented on site to minimise discharges to the river:

1. Storm water drains were blocked off with sand to prevent cream/ contaminated water entering the river;

2. Spilled cream was mopped up and collected at the pumping stations; 3. Areas around Silo No 4 were washed down into the wastewater treatment system; 4. Residues were treated at the WWTP.

Impact:

Samples of water were taken during the incident at the plant, both upstream and downstream. There was an elevated BOD concentration (80 mg/L) determined in samples lifted at the N2 road bridge located -100 metres downstream of the surface water discharge point. The concentration of raw cream was determined at 5,380 m a , therefore there had been a dilution ratio of 1:67.

The river was monitored closely in subsequent days by both the Fisheries and Monaghan CO Co. There were no fish kills, signs of deleterious effect or adverse environmental impact on the river as result.


For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 25-07-2013:21:22:12

AXIS environmental services Article 11 Request for Additional Information


Mitiaation :

The problem on site resulted from a lack of on-site communication during commissioning of a new plant. In order for this or similar incident be prevented in the future, the following measures were implemented at the installation:

Procedures were implemented whereby operators must obtain signed clearance from the Dairy staff before they commence filling a cream silo;

All surface water/ effluent drains and site contours were surveyed in the area to ensure any further spillage that may occur on site would be immediately directed to the onsite treatment plant;

It was recognised there was a management system failure. This resulted in the incorporation of an environmental management system on site which works closely with other departments to ensure all necessary communications are distributed to the relevant areas;

0 The effluent treatment plant was closely monitored over the following days to ensure the load would not cause effect on treatment efficiencies and effluent quality;


For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 25-07-2013:21:22:12



Attachment 19.1 - Commitments and Liabilities

Town of Monaghan Co-op has attained Public Liability Insurance that will cover the site in the event of an accident on site. The certificate covers the installation xxxx , a copy of the cert has been attached below. Further investigations will be carried out in the form of a Residuals Management Plan and Environmental Liabilities Risk Assessment to determine the secure level of environmental cover required in 2007.

ifwf/R-z Business Multiperil Schedule Polky Number: 003S2301/04101 Amentlntent Code: ROlMNOl

6.

7.

8

9

10.

Employem Llrrbility Chiit of indrnvliry 1 . 1,imir of indmmty 2

Estima nlsurrcivc Staff YWU

Property Meintenmm T M C Dairies : CEuic~l 7 M C Onirks : All Other Employe- T M C Dairies : Propeny Repm

EndorsemenWarmnty Numberfs) Applicable 138 - Indemnity To Directors and Executive and Employees 139 - Employees Sporty And Social Club 196A - Rcpau 217 -Employers Lrtbiliry - Indemnity to Principal

y:DAIRYGOLJ) Liahality -xkfniuon of I.?Jnployer: ' Liability - Fir% Aid ility Clause

263 - Employers' Liability - Cmwzh Fire Rt Ambulance Faciliues

Public UabUity

FZdomentlWarranty Number@) Applkable i37B - Cloods Sold I Supplied 219 - Public Linb1lity - lndemniry to Principal (Section 7) 219A - Indemnity Dairygold 219B - lndemniry To ADMEPA 262 - [Iross Liability Clause

FJrdorsemenVWarmnty NumWs) spplicsble to the a M e PaUey MOO1 - POLICY EXCESS

no.161.35

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 25-07-2013:21:22:12

Attachment 20.1 Newspaper Notice

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 25-07-2013:21:22:12

I

7 Fie ld

Q.E.D. Englneerlng Ltd.

rcb 0.17-72060 U m m t xbmt, N ~ O @ M

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 25-07-2013:21:22:13

FORWARD CHEMICALS LIMITED

SAFETY DATA SHEET

1. IDENTIFICATION OF THE SUBSTANCER'REPARATION AND COMPANYIUNDERTAKING

PRODUCT : DEODAMATE FRESH LEMON ECOSAFE SDS184 REVISION: 02 DATE : 07.08.2000

ADDRESS : FORWARD CHEMICALS LIMITED, P.O. BOX 12, TANHOUSE LANE, WIDNES, CHESHIRE, WAS ORD.

TELEPHONE : 0151-422 1000 FAX: 0151-422 1011

2. COMF'OSITION/INFORMATION ON INGREDIENTS

An aqueous blend of natural and nature identical essential oils with aliphatic alcohol and nonionic detergent

HAZARDOUS INGREDIENTS CAS No EINECS No Yo INCL CLASS" Alkylphenol ethoxylated 9016-45-9 Not applicable 4 - 8 Xn R22-36/38 Propan-2-01 67-63-0 200-661 -7 4 -8 F, Xi Rll-36-67 Lemon fragrance Not found Not found 5- 15 Xi RIO-36/38

3. HAZARDS IDENTIFICATION

Skin : Eyes : Ingestion : Inhalation :

Risk of defatting and subsequent irritation after repeated or prolonged contact Will cause irritation and pain after repeated or prolonged contact. Ingestion of appreciable quantities may cause nausea and vomiting. Mists will cause irritation of the nose, throat and upper respiratory tract.

4. FIRST AID MEASURES

General : When medical attention is sought, show this document. Skin :

Eyes :

Ingestion :

Inhalation :

Remove and launder contaminated clothing. Wash off skin thoroughly with water, dry and apply emollient lotion if required. Obtain medical attention should any irritation, discomfort or redness persist or develop. Irrigate thoroughly with water for at least ten minutes whilst holding eyelids open. Obtain medical attention should any initation, discomfort or redness persist. Never induce vomiting or give anything by mouth to an unconscious person. Wash out mouth thoroughly with water and give water to drink. Do not induce vomiting. Obtain medical attention. Remove subject to fresh air, rest and keep warm. Obtain medical attention if symptoms persist or exposure has been great.

5. FIRE FIGHTING MEASURES

Suitable extineuishine media: Other materials involved in a fire should determine extinguisher type. Unsuitable extineuishine media: Not applicable. Required special protective equipment for fire fiehters: Self contained breathing apparatus. Special exposure hazards in fire: May produce a variety of acrid gases including carbon monoxide, carbon dioxide and products of incomplete combustion.

6. ACCIDENTAL RELEASE MEASURES

Exclude non-essential personnel from area. Wear suitable protective clothing and eye/face protection. No eating or smoking. Isolate any electrical devices involved. Contain and absorb spillage using sand, earth or other absorbent material. Transfer resulting mixture to suitable container and seal. Wash area of spillage with water ensuring a clean, non-slip surface remains, If material has entered water courses inform the appropriate authority and furnish them with a copy of this document.

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 25-07-2013:21:22:13

DEODAMATE FRESH LEMON ECOSAFE SDS184 REV: 02

7. HANDLING AND STORAGE

Handling: Exposure by inhalation, eye contact or skin contact should be avoided by good industrial hygiene practice. Wear appropriate protective clothing. Do not eat or smoke.

Storage: Store in a cool, dry area away from incompatible materials, particularly oxidising and reducing agents and away from direct sources of heat. Protect from direct sunlight and frost. Keep in original or dedicated containers and re-seal them when not in use. Suitable materials for containers are stainless steel, PTFE or polypropylene.

8. EXPOSURE CONTROLS I PERSONAL PROTECTION

An eyewash bottle should be available where exposure is possible. Chemical resistant gloves and overalls should be worn during prolonged handling operations. Wear full face shield or goggles if contact with eyes is a risk.

Ingredient name

Propan-2-01

Long term exposure Short term exposure Yo wt/wt limit (8-hour TWA) Limit (15 minute)

PPm mg/m3 ppm mg/m3 < 10 400 999 500 1250

9. PHYSICAL AND CHEMICAL PROPERTIES

Physical form: Liquid Colour: Yellow Odour: Lemon Boiling point ('C): c.100 Melting point ("C): < 0 Flash point ("C): 70 Flammability: Combustible Autoflammability CC): Not determined Oxidising properties: Not applicable Explosive properties - LEL: Not determined

UEL: Not determined

10. STABILITY AND REACTIVITY

General: Stable product when handled and stored as directed. Materials to avoid: Oxidising agents and reducing agents. Conditions to avoid: Exposure to direct sources of heat and frost. Hazardous decomDosition products: None unless involved in a fire.

Vapour pressure: Not determined Vapour density (air = 1): Not determined Evaporation rate: Not determined Viscosity: Mobile liquid Specific gravity (@ 2O'C): 0.992 Bulk density (KGLT): Not applicable Solubility: Emulsifiable in water pH, neat: 8 - IO pH, (0.5% aqueous): 7 - 9 Partition coeficient (n-octanoUwater): Not determined

1 I . TOXICOLOGICAL INFORMATION

Low systemic toxicity. Ingestion of appreciable quantities may cause nausea, vomiting and diarrhoea.

12. ECOLOGICAL INFORMATION

Mobility : Emulsifiable in water Degradability : Biodegradable Accumulation : Will not accumulate in non-static water courses Ecotoxicity : Large discharges may prove harmful to aquatic life and affect the biological processes in effluent sludge

treatment

213

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 25-07-2013:21:22:13

DEODAMATE FRESH LEMON ECOSAFE SDS184 REV: 02

13. DISPOSAL CONSIDERATIONS

Transfer waste and spillage mixtures to suitable containers. Close the containers and vent if necessary.

Waste type : Special Waste code : 070604 Description : Other organic solvents, washing liquids and mother liquors Hazardous properties : H 4

Dispose of via authorised waste management company ensuring compliance with local and national regulations. Furnish the waste management company with a copy of this document. Suitable method of msposal is chemical treatment. Do not dump indiscriminately. Essentially empty packaging should be treated as special waste.

14. TRANSPORT INFORMATION

UNN": NIA CLASS: NIA

PROPER SHIPPING NAME: N/A

ADIURID HI No

IMO Ems No MFAG Table N" Marine pollutant

Packing Instruction IATA

SUBSIDIARY RISK: NIA

: NIA

: NIA : NIA : No

Passenger : NIA Cargo : NIA

15. REGULATORY INFORMATION

Ingredients listed in Approved Supply List : Propan-2-01 Product classified under CHIP as : Irritant (Xi) Riskphrases : R36

Safety phrases : S25 - 26 - 60

MEL for ingredients listed in schedule 1 of EH40 : No OES for ingredients listed in schedule 2 of EH40 : Yes

PACKING GROUP: NIA

16. OTHER INFORMATION

This document has been compiled in accordance with the guidance given in the Approved Code of Practice (ACOP): The compilation of safety data sheets (Third edition), Chemicals (Hazard Information and Packaging for Supply) Regulations 2002 (CHIP 3).

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 25-07-2013:21:22:13


SAFETYDATASHEET

1. IDENTIFICATION OF THE SUBSTANCE/PREPARATION AND COMPANYKJNDERTAKING

PRODUCT : DEODAMATE FLORAL BOUQUET ECOSAFE


TELEPHONE : 0151-422 1000 FAX: 0151-422 1011

SDS218 REVISION: 02 DATE : 18.08.2000

2. COMPOSITION/INFORMATION ON INGREDIENTS

An aqueous blend of natural and nature identical essential oils with propan-2-01 and soap.

HAZARDOUS INGREDIENTS CAS No EINECS No Yo INCL CLASS" Propan-2-01 67-63-0 200-66 1-7 3 -7 F, Xi RI 1-36-67



Risk of defatting and subsequent irritation after repeated or prolonged contact. Will cause irritation and pain after repeated or prolonged contact. Ingestion of appreciable quantities may cause nausea and vomiting. Mists will cause irritation of the nose, throat and upper respiratory tract.


General : When medical attention is sought, show this document. An eyewash bottle should be made available where this product is used.

Skin : Remove and launder contaminated clothing. Wash off skin thoroughly with water, dry and apply emollient lotion if required. Obtain medical attention should any irritation, discomfort or redness persist or develop.

Eyes : Irrigate thoroughly with water for at least ten minutes whilst holding eyelids open. Obtain medical attention should any irritation, discomfort or redness persist.

Ingestion : Never induce vomiting or give anything by mouth to an unconscious person. Wash out mouth thoroughly with water and give water to drink. Do not induce vomiting. Obtain medical attention.

Inhalation : Remove subject to fresh air, rest and keep warm. Obtain medical attention if symptoms persist or exposure has been great.


Suitable extineuishine media: Other materials involved in a fire should determine extinguisher type. Unsuitable extineuishine media: Not applicable. Required special protective equipment for fire fighters: Self contained breathing apparatus. Special exposure hazards in fire: May produce a variety of acrid gases including carbon monoxide, carbon dioxide and products of incomplete combustion.


Exclude non-essential personnel from area. Wear suitable protective clothing and eye/face protection. No eating or smokmg. Isolate any electrical devices involved. Contain and absorb spillage using sand, earth or other absorbent material. Transfer resulting mixture to suitable container and seal. Wash area of spillage with water ensuring a clean, non-slip surface remains. If material has entered water courses infomi the appropriate authority and furnish them with a copy of this document.

1 /3

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 25-07-2013:21:22:13

DEODAMATE FLORAL BOUQUET ECOSAFE SDS218 REV: 02


Handling: Exposure by inhalation, eye contact or skin contact should be avoided by good industrial hygiene practice. Wear appropriate protective clothing. Do not eat or smoke.


8. EXPOSURE CONTROLS / PERSONAL PROTECTION


Ingredient name

Propan-2-01


Physical form: Liquid Colour: Translucent pink Odour: Floral Boiling point CC): c. 100 Melting point CC): < 0 Flash point CC): 70 Flammability: Combustible Autoflammability CC): Not determined Oxidising properties: Not applicable Explosive properties - LEL: Not determined

UEL: Not determined

Long term exposure Short term exposure % wt/wt limit (8-hour TWA) limit (15 minute)

PPm mdm3 ppm rng/m3 < 10 400 999 500 1250

Vapour pressure: Not determined Vapour density (air = 1): Not determined Evaporation rate: Not determined Viscosity: Mobile liquid Specific gravity (@ 20°C): 0.92 Bulk density (KGLT): Not applicable Solubility: Emulsifiable in water pH, neat: 8 - 10 pH, (0.5% aqueous): 7 - 9 Partition coefficient (n-octanoVwater): Not determined

IO. STABILITY AND REACTIVITY

General: Stable product when handled and stored as directed. Materials to avoid: Oxidising agents and reducing agents. Conditions to avoid: Exposure to direct sources of heat and frost. Hazardous decomposition products: None unless involved in a fire.

1 1. TOXICOLOGICAL INFORMATION

Low systemic toxicity. Ingestion of appreciable quantities may cause nausea, vomiting and diarrhoea



treatment

213

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 25-07-2013:21:22:13

DEODAMATE FLORAL BOUQUET ECOSAFE SDS218 REV: 02

I 14. TRANSPORT INFORMATION



Waste type : Controlled Waste code : Not applicable Description : Aqueous perfume emulsion Hazardous properties : Not applicable

Dispose of via authorised waste management company ensuring compliance with local and national regulations. Furnish the waste management company with a copy of this document. Suitable method of disposal is chemical treatment. Do not dump indiscriminately. Essentially empty packaging should be treated as controlled waste.

UNN": N/A CLASS: N/A


SUBSIDIARY RISK: N/A PACKING GROUP: N/A

ADWRID HI No : N/A

IMO EmS No : NIA MFAG Table No : N/A Marine pollutant : No

IATA Packing Instruction - Passenger : N/A Cargo : N/A


Ingredients Listed in Approved Supply List : Propan-2-01 Product classified under CHIP as : Non regulated Riskphrases : N/A

Safety phrases : NIA


~ 16. OTHER INFORMATION

This document has been compiled in accordance with the guidance given in the Approved Code of Practice (ACOP): The compilation o f safety data sheets (Third edition), Chemicals (Hazard Information and Packaging for Supply) Regulations 2002 (CHIP 3).

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 25-07-2013:21:22:13


SAFETY DATA SHEET

I. IDENTIFICATION O F THE SUBSTANCERREPARATION AND COMP ANYKJNDERTAKING

PRODUCT : DEODAMATE FOREST PINE ECOSAFE SDS172 REVISION: 02 DATE : 18.08.2000

ADDRESS : FORWARD CHEMICALS LIMITED, P.O. BOX 12, TANHOUSE LANE, WIDNES, CHESHIRE, WA8 ORD.

TELEPHONE : 0151-422 1000 FAX: 0151-422 1011


An aqueous blend of natural and nature identical essential oils with propan-2-01 and soap.

HAZARDOUS INGREDIENTS CAS No EINECS No % INCL Propan-2-01 67-63-0 200-66 1-7 3 - 7

CLASS" F, Xi Rl l-36-67



Risk of defatting and subsequent irritation after repeated or prolonged contact. Will cause irritation and pain after repeated or prolonged contact. Ingestion of appreciable quantities may cause nausea and vomiting. Mists will cause irritation of the nose, throat and upper respiratory tract.


General : When medical attention is sought, show this document. An eyewash bottle should be made available where this product is used.

Skin : Remove and launder contaminated clothing. Wash off skin thoroughly with water, dry and apply emollient lotion if required. Obtain medical attention should any initation, discomfort or redness persist or develop.

Eyes : Irrigate thoroughly with water for at least ten minutes whilst holding eyelids open. Obtain medical attention should any irritation, discomfort or redness persist.

Ingestion : Never induce vomiting or give anything by mouth to an unconscious person. Wash out mouth thoroughly with water and give water to drink. Do not induce vomiting. Obtain medical attention.

Inhalation : Remove subject to fresh air, rest and keep warm. Obtain medical attention if symptoms persist or exposure has been great.


Suitable extinguishing media: Other materials involved in a fire should determine extinguisher type. Unsuitable extinguishing media: Not applicable. Required special protective equipment for fire fighters: Self contained breathing apparatus. Special emosure hazards in fire: May produce a variety of acrid gases including carbon monoxide, carbon dioxide and products of incomplete combustion.


Exclude non-essential personnel from area. Wear suitable protective clothing and eye/face protection. No eating or smoking. Isolate any electrical devices involved. Contain and absorb spillage using sand, earth or other absorbent material. Transfer resulting mixture to suitable container and seal. Wash area of spillage with water ensuring a clean, non-slip surface remains. If material has entered water courses inform the appropriate authority and furnish them with a copy of this document.

113

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 25-07-2013:21:22:13

DEODAMATE FOREST PINE ECOSAFE SDS172 REV: 02


Handling: Exposure by inhalation, eye contact or skm contact should be avoided by good industrial hygiene practice. Wear appropriate protective clothing. Do not eat or smoke.




Ingredient name

Propan-2-01


Physical form: Liquid Colour: Green Odour: Pine Boiling point ("C): c.100 Melting point CC): < 0 Flash point CC): 70 Flammability: Combustible Autoflammability CC): Not determined Oxidising properties: Not applicable Explosive properties - LEL: Not determined

UEL: Not determined

Long term exposure Short term exposure Yo wt/wt limit (8-hour TWA) limit (15 minute)

PPm m@m3 ppm mg/m3 < 10 400 999 500 1250

Vapour pressure: Not determined Vapour density (air = 1): Not determined Evaporation rate: Not determined Viscosity: Mobile liquid Specific gravity (@ 2OOC): 0.92 Bulk density (KGILT): Not applicable Solubility: Emulsifiable in water pH, neat: 8 - 10 pH, (0.5% aqueous): 7 - 9 Partition coefficient (n-octanoVwater): Not determined

10. STABILITY AND REACTIVITY


1 I . TOXICOLOGICAL INFORMATION




treatment

213

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 25-07-2013:21:22:13

DEODAMATE FOREST PINE ECOSAFE SDS172 REV:O2



Waste type : Controlled Waste code : Not applicable Description : Aqueous perfume emulsion Hazardous properties : Not applicable

Dispose of via authorised waste management company ensuring compliance with local and national regulations. Furnish the waste management company with a copy of this document. Suitable method of disposal is chemical treatment. Do not dump indiscriminately. Essentially empty packaging should be treated as controlled waste.


UNN": N/A CLASS: N/A SUBSIDIARY RISK: N/A


ADWRID HI No : NIA

IMO Ems No : N/A MFAG Table No : N/A Marine pollutant : No

IATA Packing Instruction - Passenger : N/A Cargo : N/A

15. REGULATORY I N F O M A T I O N

Ingredients listed in Approved Supply List : Propan-2-01 Product classified under CHIP as : Non regulated Riskphrases : N/A

Safety phrases : N/A



PACKING GROUP: N/A

This document has been compiled in accordance with the guidance given in the Approved Code of Practice (ACOP): The compilation o f safety data sheets (Third edition), Chemicals (Hazard Information and Packaging for Supply) Regulations 2002 (CHIP 3).

3/3

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 25-07-2013:21:22:13


, SAFETY DATA SHEET

1. IDENTIFICATION OF THE SUBSTANCEE'REPARATION AND COMPANY/UNDERTAKING

PRODUCT : EXODOR ECOSAFE SDS706 REVISION : 03 DATE : 10.04.2006


TELEPHONE : 0151-422 1000 FAX: 0151-422 1011


An aqueous blend of cationic surfactant, nonionic surfactant, sequestrant and fragrance.

HAZARDOUS INGREDIENTS CAS No EINECS No Yo INCL CLASS" Benzalkonium chloride 61 789-71-7 263-080-8 1 - 5 C, Xn, N R22-34-50 Fattyalcohol ethoxylated 68131-39-5 Not found 4 - 8 xn R22-4 1 Lavender Not applicable 2 - 6 Xi, N R40-43-51/53


Skin : Eyes : Will cause irritation. Ingestion : Inhalation : Not applicable.

Risk of defatting and subsequent irritation after repeated or prolonged contact.

Ingestion of appreciable quantities may cause nausea and vomiting.


General :

Skin :

Eyes :

Ingestion :

When medical attention is sought, show this document. An eyewash bottle should be made available where this product is used. Remove and launder contaminated clothing. Wash off skin thoroughly with water, dry and apply emollient lotion if required. Avoid or minimise further skin contact should any irritation develop. Irrigate thoroughly with water for at least ten minutes whilst holding eyelids open. Obtain medical attention should any irritation, discomfort or redness persist. Never induce vomiting or give anything by mouth to an unconscious person. Wash out mouth thoroughly with water and give water to drink. Do not induce vomiting. Obtain medical attention if recovery is not obvious or abnormal symptoms appear.

Inhalation : No hazard by this route in normal circumstances.


Suitable extinguishing media: Other materials involved in a fire should determine extinguisher type, Unsuitable extinguishing media: Not applicable. Required special protective equipment for fire fighters: Self contained breathing apparatus. Special exposure hazards in fire: May produce a variety of acrid gases including carbon monoxide, carbon dioxide and products of incomplete combustion.

1 I3

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 25-07-2013:21:22:13

EXODOR ECOSAFE SDS706 REV:O3


Exclude non-essential personnel from area. Wear suitable protective clothing. No eating or smoking. Extinguish all sources of ignition and isolate any electrical devices involved. Contain and absorb spillage using sand, earth or other inert absorbent material. Place resulting mixture in suitable containers (plastic or metal) and seal. Do not return spilt material to original container. Wash area of spillage with water ensuring a clean, non-slip surface remains. If material enters water courses in large amounts, inform the appropriate water authority and furnish them with a copy of this document.

I . HANDLING AND STORAGE

Handling: Eye and skin contact should be minimised by good industrial hygiene practice. Wear appropriate protective clothing. Do not eat or smoke. Storage: Store in a cool, dry area away from incompatible materials, particularly oxidising and reducing agents.


Workplace exposure limits



Physical form: Liquid Colour: Clear Odour: Lavender Boiling point ("C): c. 100 Melting point ("C): < 0 Flash point TC): Not applicable Flammability: Not applicable Autoflammability (T): Not applicable Oxidising properties: Not applicable Explosive properties (YO vol in air @ 2 0 T ) - LEL: N/A

UEL: N/A

Vapour pressure: As water Vapour density: Not applicable Evaporation rate (n-but Ac = 1): As water Viscosity: Mobile liquid Specific gravity (@ 20OC): c. 1.0 Bulk density (KGLT): Not applicable Solubility: Miscible with water pH, neat: Essentially neutral pH, (0.5% aqueous): Essentially neutral Partition coefficient (n-octanoUwater): Not determined

IO. STABILITY AND REACTIVITY


1 1. TOXICOLOGICAL INFORMATION



Mobility : Miscible with water Degradability : Biodegradable Accumulation : Ecotoxicity :

The high mobility alleviates any potential for accumulation in non-static water courses Large discharges may prove harmful to aquatic life and affect the biological processes in effluent sludge treatment.

213

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 25-07-2013:21:22:13

EXODOR ECOSAFE SDS706 REV:O3


Waste description should be determined by the nature of the operation in which this product has been involved.

Classification is by use of the European Waste Catalogue and Hazardous Waste List (EWC). Unused product is as below:

EWC chapter sub-heading : Wastes from the MFSU of fats, grease, soaps, detergents, disinfectants and cosmetics EWC 6-digit code : 070601 EWC description : Aqueous washing liquids and mother liquors Waste type : Hazardous Hazard properties : None

Dispose of via authorised waste management company ensuring compliance with local and national regulations. Furnish the waste management company with a copy of this document. Do not dump indiscriminately. Essentially empty packaging should be treated as regulated waste.


UNN": NIA CLASS: NIA

PROPER SHIPPING NAME: NIA

ADWRID HI N" Packing instruction

IMO Ems schedule MFAG Table No Marine pollutant Packing instruction

IATA Packing Instruction - Passenger Cargo

SUBSIDIARY RISK: N/A

: NIA : NIA

: NIA : NIA : No : NIA

: NIA : NIA


Ingredients listed in Approved Supply List : None Product classified under CHIP as : Irritant (Xi)

Contains : NIA

Riskphrases : R36

Safety phrases : S25 - 26 - 36137 - 60

PACKING GROUP: NIA


This document has been compiled in accordance with the guidance given in the Approved Code of Practice (ACOP): The compilation of safety data sheets (Third edition), Chemicals (Hazard Information and Packaging for Supply) Regulations 2002 (CHIP 3).

313

For

insp

ectio

n pur

pose

s only

.

Conse

nt of

copy

right

owne

r req

uired

for a

ny ot

her u

se.

EPA Export 25-07-2013:21:22:13

application article 11(2)(b)(ii) additional information · effluent from the mona plant is directed...

Documents