S.I. No. 403/2025 - Urban Wastewater (Nutrient - Sensitive Areas) Regulations 2025

Type Statutory Instrument
Publication 2025-08-22
State In force
Text As published
articles 11

This is the act as published. Later amendments are not folded into the text below: each one is a separate act in this repository and an entry in this law's history.

Reform history JSON API

Notice of the making of this Statutory Instrument was published in

“Iris Oifigiúil” of 22nd August, 2025.

I, DARRAGH O’BRIEN, Minister for Climate, Energy and the Environment (as adapted by the Environment, Climate and Communications (Alteration of Name of Department and Title of Minister) Order 2025 ( S.I. No. 235 of 2025 )) in exercise of the powers vested on me by sections 6 and 59 of the Environmental Protection Agency Act 1992 (No. 7 of 1992), and for the purpose of giving further effect to Council Directive 91/271/EEC of 21 May 19911 and Directive 2000/60/EC of the European Parliament and of the Council of 23 October 20002 , both as amended, hereby make the following regulations:

Citation

1.

1.

These Regulations may be cited as the Urban Wastewater (Nutrient-Sensitive Areas) Regulations 2025.

Interpretation

2.

2.

(1) In these Regulations—

“agglomeration” means an area where the population or economic activities are sufficiently concentrated for urban wastewater to be collected and conducted to an urban wastewater treatment plant or to a final discharge point;

“coastal waters” means the waters outside the low-water line or the outer limit of an estuary;

“collecting system” means a system of conduits which collects and conducts urban wastewater;

“domestic wastewater” means wastewater from residential settlements and services which originates predominantly from the human metabolism and from household activities;

“estuary” means the transitional area at the mouth of a river between freshwater and coastal waters;

“industrial wastewater” means any wastewater which is discharged from premises used for carrying on any trade or industry, other than domestic wastewater and run-off rain water;

“population equivalent” means a measurement of organic biodegradable load where—

“secondary treatment” means treatment of urban wastewater by a process generally involving biological treatment with a secondary settlement or other process in which the requirements established in Part 1 of Schedule 2 are respected;

“sensitive areas” means those areas specified in Schedule 3 and such other areas in the State as may be identified for the purposes of Article 5 of the Wastewater Treatment Directive;

“sludge” means residual sludge, whether treated or untreated, from urban wastewater treatment plants;

“Uisce Éireann” means the private company limited by shares formed and established under the Companies Acts in accordance with section 4 of the Water Services Act 2013 (No. 6 of 2013);

“urban wastewater” means domestic wastewater or the mixture of domestic wastewater with industrial wastewater or run-off rain water;

“Wastewater Treatment Directive” means Council Directive 91/271/EEC of the European Council of 21 May 19911 concerning urban waste-water treatment.

Collection system

3.

3.

(1) Subject to paragraphs (2) and (3), Uisce Éireann shall provide a collecting system for urban wastewater for every agglomeration with a population equivalent of 2,000 persons or more.

Treatment

4.

4.

(1) In the case of urban wastewater entering collecting systems, Uisce Éireann shall provide treatment plants which provide for secondary treatment or an equivalent treatment for all discharges to freshwaters and estuaries from agglomerations with a population equivalent of 2,000 persons or more.

More stringent requirements

5.

5.

Notwithstanding the provisions of Regulation 4, more stringent requirements than those specified in Parts 1 and 2 of Schedule 2 shall be applied by Uisce Éireann to discharges from a treatment plant where such requirements are required to ensure that the receiving waters satisfy any other relevant provisions implementing Directives of the European Union in the State.

Sensitive areas

6.

6.

The water bodies specified in Schedule 3 are identified as sensitive areas for the purposes of these Regulations.

Treatment plant requirements

7.

7.

(1) Uisce Éireann shall ensure that a treatment plant provided in compliance with the requirements of these Regulations is designed, constructed, operated and maintained to ensure sufficient performance under all normal local climatic conditions.

Functions under other legislation

8.

8.

Uisce Éireann shall take all such steps, as may be appropriate, in discharge of its functions under sections 16 and 17 of the Local Government (Water Pollution) Act 1977 (No. 1 of 1977) and under section 97 of the Environmental Protection Agency Act 1992 (No. 7 of 1992), to ensure that the requirements of Schedule 4 are met with respect to the discharge of industrial wastewater and shall review, and if necessary revise, any licence concerned at regular intervals.

Monitoring

9.

9.

(1) Uisce Éireann shall carry out, cause to be carried out, or arrange for, the monitoring of the following:

Consequential amendments

10.

10.

(1) Regulation 2 of the European Communities (Waste Water Treatment) (Prevention of Odours and Noise) Regulations 2005 ( S.I. No. 787 of 2005 ) is amended by substituting the following for the definition of waste water treatment plant:

“ ‘waste water treatment plant’ means a wastewater treatment plant provided and operated by or on behalf of Uisce Éireann in accordance with the Urban Wastewater (Nutrient-Sensitive Areas) Regulations 2025 or otherwise and includes related pipes and accessories.”,

“ ‘Urban Waste Water Regulations’ means the Urban Wastewater (Nutrient-Sensitive Areas) Regulations 2025”,

Revocations

11.

11.

The following are revoked:

Schedule 1

Regulation 3(2)

Collecting Systems

1.

A collecting system shall take into account wastewater treatment requirements.

2.

The design, construction and maintenance of a collecting system shall be undertaken in accordance with the best technical knowledge not entailing excessive costs, notably regarding the following:

Schedule 2

Regulations 2, 4(3) and (5), and 5

Urban Wastewater Treatment Plant Discharge Standards

Part 1

The values for concentrations or for the percentage of reduction shall apply.

Parameters Concentration Minimum percentage of reduction (1 ) Reference method of measurement
Biochemical oxygen demand (BOD5 at 20° C) without nitrification (2 ) 25 mg/l O2 70-90 Homogenized, unfiltered, undecanted sample. Determination of dissolved oxygen before and after five-day incubation at 20° C ± 1° C, in complete darkness. Addition of a nitrification inhibitor
Chemical oxygen demand (COD) 125 mg/l O2 75 Homogenized, unfiltered, undecanted sample Potassium dichromate
Total suspended solids 35 mg/l 90 - Filtering of a representative sample through a 0,45 um filter membrane. Drying at 105°C and weighing
- Centrifuging of a representative sample (for at least five minutes with mean acceleration of 2,800 to 3,200 g), drying at 105°C and weighing

Part 2

Requirements for discharges from urban wastewater treatment plants to sensitive areas. One or both parameters may be applied depending on the local situation. The values for concentration or for the percentage of reduction shall apply.

Parameters Concentration Minimum percentage of reduction (1) Reference method of measurement
Total phosphorus 2 mg/l P (10,000 - 100,000 p.e.) 1 mg/l P (more than 100,000 p.e.) 80 Molecular absorption spectrophotometry
Total nitrogen (2) 15 mg/l N (10,000 - 100,000 p.e.) (^3) 10 mg/l N (more than 100,000 p.e.) (^3) 70-80 Molecular absorption spectrophotometry

(1) Reduction in relation to the load of the influent.

(2) Total nitrogen means the sum of total Kjeldahl nitrogen (organic and ammoniacal nitrogen), nitrate — nitrogen and nitrite — nitrogen.

(^3) These values for concentration are annual means as referred to in paragraph 4(c) of Schedule 5. However, the requirements for nitrogen may be checked using daily averages when it is proven, in accordance with paragraph 1 of that Schedule, that the same level of protection is obtained. In this case, the daily average shall not exceed 20 mg/l of total nitrogen for all the samples when the temperature of the effluent in the biological reactor is superior or equal to 12° C. The conditions concerning temperature can be replaced by a limitation on the time of operation to take account of regional climatic conditions.

Schedule 3

Regulations 2 and 6

Sensitive Areas

Waterbody Name Agglomeration
Shannon (Upper)_120 Athlone
Barrow_130 Athy
Barrow_140 Athy
Barrow_150 Athy
Upper Bandon Estuary Bandon
Barrow_160 Carlow
Barrow_170 Carlow
Barrow_180 Carlow
Barrow_190 Carlow
Castlebar_020 Castlebar
Castlebar_030 Castlebar
Castlebar_040 Castlebar
Cullin Castlebar
Cavan_010 Cavan
Coalpit Cavan
Derrygid Cavan
Cavan_020 Cavan
Annalee_100 Cavan
Erne_080 Cavan
Oughter South Cavan
Erne_090 Cavan
Clonakilty Harbour Clonakilty
Suir_190 Clonmel
Suir_200 Clonmel
Suir_210 Clonmel
Suir_220 Clonmel
Upper Suir Estuary Clonmel
Middle Suir Estuary Clonmel
Lough Mahon Cork City
Lee (Cork) Estuary Upper Cork City
Lee (Cork) Estuary Lower Cork City
Boyne Estuary Drogheda
Castletown Estuary Dundalk
Castletown_030 Dundalk
Inner Dundalk Bay Dundalk
Colligan Estuary Dungarvan
Boyne_020 Edenderry
Fergus_070 Ennis North
Upper Slaney Estuary Enniscorthy
Barrow_120 Kildare
Nore_180 Kilkenny
Nore_190 Kilkenny
Nore_200 Kilkenny
Nore_210 Kilkenny
Nore_220 Kilkenny
Nore_230 Kilkenny
Nore_240 Kilkenny
Nore_250 Kilkenny
Nore Estuary Kilkenny
Barrow Nore Estuary Upper Kilkenny
Ross Bay Killarney
Leane Killarney
Liffey_160 Leixlip
Liffey_170 Leixlip
Liffey_180 Leixlip
Liffey_190 Leixlip
Camlin_060 Longford
Camlin_070 Longford
Shannon (Upper)_080 Longford
Shannon (Upper)_090 Longford
Shannon (Upper)_100 Longford
Ree Longford
Killinure Longford
Ballaghkeeran Longford
Coosan Longford
Shannon (Upper)_110 Longford
Malahide Bay Malahide
Blackwater (Munster)_140 Mallow
Blackwater (Munster)_150 Mallow
Blackwater (Munster)_160 Mallow
Blackwater (Munster)_170 Mallow
Blackwater (Munster)_180 Mallow
North Channel Great Island Midleton
Owenacurra Estuary Midleton
Shambles_010 Monaghan
Blackwater (Monaghan)_040 Monaghan
Brosna_030 Mullingar
Ennell Mullingar
Brosna _040 Mullingar
Brosna _050 Mullingar
Brosna _060 Mullingar
Brosna _070 Mullingar
Brosna _080 Mullingar
Brosna _090 Mullingar
Brosna _100 Mullingar
Brosna _110 Mullingar
Brosna _120 Mullingar
Brosna _130 Mullingar
Brosna _140 Mullingar
Boyne_150 Navan
Boyne_160 Navan
Boyne_170 Navan
Boyne_180 Navan
Nenagh_060 Nenagh
Nenagh_070 Nenagh
Derg TN Nenagh
Derg HMWB Nenagh
New Ross Port New Ross
Liffey_100 Osberstown
Liffey_110 Osberstown
Liffey_120 Osberstown
Liffey_130 Osberstown
Liffey_140 Osberstown
Liffey_150 Osberstown
Leixlip Reservoir Osberstown
Barrow_080 Portarlington
Barrow _090 Portarlington
Barrow_100 Portarlington
Barrow_110 Portarlington
Triogue_020 Portlaoise
Triogue _030 Portlaoise
Triogue_040 Portlaoise
Barrow_050 Portlaoise
Barrow_060 Portlaoise
Barrow_070 Portlaoise
Liffey Estuary Lower Ringsend
Liffey Estuary Upper Ringsend
Tolka Estuary Ringsend
Broadmeadow Water Swords
Suir_080 Thurles
Suir_090 Thurles
Lee K Estuary Tralee
Tullamore_040 Tullamore
Lower Slaney Estuary Wexford
Wexford Harbour Wexford
Lower Blackwater M Estuary / Youghal Harbour Youghal
Proules_020 Carrickmacross
Naglack Carrickmacross
Monalty Carrickmacross
Proules_030 Carrickmacross
Lough Mahon (Harper’s Island) Carrigtwohill
Blackwater (Munster)_190 Fermoy
Blackwater (Munster)_200 Fermoy
Blackwater (Munster)_210 Fermoy
Upper Blackwater M Estuary Fermoy
Lower Bandon Estuary Kinsale
Deel (Newcastlewest)_090 Newcastle West
Deel (Newcastlewest)_100 Newcastle West
Deel (Newcastlewest)_110 Newcastle West
Deel (Newcastlewest)_120 Newcastle West
Ara_030 Tipperary
Muckno Castleblayney
Charleville Stream_010 Charleville
Charleville Stream_020 Charleville
Maigue_030 Charleville
Maigue_040 Charleville
Killybegs Harbour Killybegs
Upper Feale Estuary Listowel
Cashen Listowel
Barrow_200 Muinebheag & Leighlinbridge
Barrow_210 Muinebheag & Leighlinbridge
Barrow_220 Muinebheag & Leighlinbridge
Barrow_230 Muinebheag & Leighlinbridge
Upper Barrow Estuary Muinebheag & Leighlinbridge
Hind_010 Roscommon
Hind_020 Roscommon
Hind_030 Roscommon
Little Brosna_020 Roscrea

Schedule 4

Regulation 8

Industrial Wastewater

Industrial wastewater entering collecting systems and urban wastewater treatment plants shall be subject to such pre-treatment as is required in order to—

Schedule 5

Regulation 9(1)(a)

Reference methods for monitoring and evaluation of results

1.

Uisce Éireann shall ensure that a monitoring method is applied which corresponds at least with the level of requirements described in this Schedule. Alternative methods to those mentioned in paragraphs 2, 3 and 4 may be used provided that it can be demonstrated that equivalent results are obtained.

2.

Flow-proportional or time-based 24-hour samples shall be collected at the same well-defined point in the outlet and, if necessary, in the inlet of the treatment plant, in order to monitor compliance with the requirements for discharged wastewater specified in these Regulations. Good international laboratory practices aiming at minimising the degradation of samples between collection and analysis shall be applied.

3.

The minimum annual number of samples shall be determined according to the size of the treatment plant and be collected at regular intervals during the year:

2,000 to 9,999 p.e.: (i) 12 samples during the first year in which the treatment plant concerned is operational; (ii) 4 samples in subsequent years where it can be shown that the water during the previous year complied with the provisions of these Regulations; (iii) where one sample of the 4, referred to in subparagraph (ii), fails in any year, 12 samples shall be taken in the immediately subsequent year.
10,000 to 49,999 p.e. 12 samples
50,000 p.e. or over 24 samples
4.

The treated wastewater shall be assumed to conform to the relevant parameters if, for each relevant parameter considered individually, samples of the water show that it complies with the relevant parametric value in the following way:

5.

Extreme values for the water quality in question shall not be taken into consideration when they are the result of unusual situations such as those due to heavy rain.

Table 1

Series of samples taken in any year Maximum permitted number of samples which fail to conform
4-7 1
8-16 2
17-28 3
29-40 4
41-53 5
54-67 6
68-81 7
82-95 8
96-110 9
111-125 10
126-140 11
141-155 12
156-171 13
172-187 14
188-203 15
204-219 16
220-235 17
236-251 18
252-268 19
269-284 20
285-300 21
301-317 22
318-334 23
335-350 24
351-365 25

GIVEN under my Official Seal,

1 August, 2025.

DARRAGH O’BRIEN,

Minister for Climate, Energy and the Environment.

EXPLANATORY NOTE

(This note is not part of the Instrument and does not purport to be a legal interpretation.)

These Regulations impose requirements in relation to discharges from urban wastewater treatment facilities, give further effect to Directive No. 91/271/EEC (the Urban Wastewater Treatment Directive) and Directive No. 2000/60/EC (the Water Framework Directive) and revoke the following;

Footnotes

1

OJ No. L 135, 30.05.1991, p. 40.

2

OJ No. L 327, 22.12.2000, p. 1.

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