National Inspection Plan 2018-2021: Domestic Waste Water Treatment Systems

This report outlines the proposed third national inspection plan for domestic waste water treatment systems (DWWTS) for the period 2018 to 2021.

The Water Services Act 2007, as amended by the Water Services (Amendment) Act 2012 requires the EPA to prepare a national inspection plan for DWWTS. The purpose of the plan is to protect human health and water quality from the risks posed by DWWTS (also known as septic tank systems).


The EPA prepared the first national inspection plan for DWWTS in 2013 covering the period 2013 to 2014. The plan required local authorities to undertake a minimum of 1,000 inspections each year across the country. The EPA developed a risk based methodology to assist the local authorities with the selection of locations for inspections. The methodology took into account the potential risks that DWWTS pose to both human health and water quality.


The second national inspection plan for DWWTS in 2015 outlined the inspection process covering the period 2015 to 2017. Some minor changes were made to the risk maps used for site selection as additional environmental data had become available. This also resulted in a slight change to the number of inspections in some counties.

This third plan has been prepared for the years 2018 to 2021. The risk-based methodology has been updated to take into account additional information gathered on water quality during the preparation of the River Basin Management Plan 2018 – 2021. Further information on the revised methodology is provided in section 2 of this report.


The minimum number of inspections across the country remains at a 1,000 inspections per annum. However, the minimum number of inspections required in each local authority area has changed in response to the revised methodology and further details are provided in section 3 of this report. The final number of inspections remains a matter for each local authority. Additional inspections should be carried out where evidence exists that DWWTS are causing an issue in a particular catchment.

Under the national inspection plan local authority inspectors are required to undertake a minimum number of inspections each year. Any shortfall in the number of inspections completed at the end of the 2015 to 2017 reporting period will be carried over and added to the number of inspections to be undertaken in 2018.

Close to half of all inspection failures have been related to the operation, maintenance and desludging of DWWTS.

Private wells may be at risk of contamination if the DWWTS are not sited, installed or operated correctly (in 2016, it was found that 51% of DWWTS, with private wells on site, failed inspection).

Note:

Local authorities must maintain a register of all complaints and other inspections, such as water pollution incident investigations, that relate to DWWTS. But this file is not in the public domain

Likelihood of Inadequate Percolation

Potential risk to groundwater supplies from DWWTS

National inspection plan 10 risk zones map

Minimum number of inspections by county


Percolation tests for site assessment for domestic wastewater treatment systems

Project AttributeProject Details
Project TitlePercolation tests for site assessment for domestic wastewater treatment systems
EPA Project Code2019-W-DS-35
Lead OrganisationUniversity of Dublin, Trinity College (TCD)
CoordinatorLaurence Gill
EPA Research 2014 – 2020 Theme(s)Water: Theme 4: Understanding, Managing and Conserving our Water Resources
EPA Research Pillars
Project Start and End DatesStart: 02/03/2020
End (if applicable): 01/03/2021
Revised End Date (if applicable): 01/06/2021
EPA Project TypeDesk Study
EPA Award TypeSTRIVE – Project Based Awards
Current Project StatusGrant Awarded
Total Funding Amount90131.20
Project Abstract/DescriptionThis research will evaluate different methods of how to assess the percolation characteristics of soils as part of the site assessment process used for the design domestic wastewater treatment systems (DWWS). Currently, site assessment (and subsequent DWWTS design) is prescribed in the EPA Code of Practice (EPA, 2009) which requires an on-site falling head percolation test, known nationally as the T-test, to be carried out. However, this method has limitations for more low permeability subsoils and so an alternative method needs to be evaluated. Several different approaches can be taken to determine a soil’s saturated hydraulic conductivity, either by percolation tests (carried out in the laboratory or in the field) or via soil size distribution analysis. The project will focus on a review of the different methodologies used internationally and also provide a clear explanation of the theoretical background for water percolation. It will then investigate the Irish situation specifically and translate the existing data / findings in to a proposed new approach to site assessment and associated percolation testing, in addition to how it might be incorporated into the Code of Practice, in order to overcome the issues with the existing falling head test for low permeability subsoils. As set out in the Communication Plan (see Section C of the proposal) the project will produce the following: a Final report for the EPA, a minimum of 1 peer-reviewed publication in a high quality international journal, and a database of over 800 falling head test and around 20 constant head percolation tests carried out across the country which will be compiled for EPA and stored on its Research Data Archive (SAFER). In addition, the project will set up a Stakeholder advisory group of members hopefully representing the following organisations: EPA, Local Authority Waters Programme (LAWPRO), Local Authorities, An Bord Pleanala, Geological Survey Ireland, Site Assessors, National Standards Association of Ireland (NSAI), Irish Onsite Wastewater Association (IOWA), Irish Water Treatment Association (IWTA), National Federation of Group Water Schemes (NFGWS) and Irish Water.
EPA Scientific OfficerKarenRoche