I thank the Chairman. In his terms of reference, the Minister asked me to deal with five main points that I have listed on the first page of my briefing notes. My briefing notes are a small precis of my main report, which ran to about 60 pages. I shall deal with each item in turn, and I will then summarise my findings and my recommendations.
I was asked to comment on the basis for, and the timing of, the determination of the design capacity of the Ringsend waste water treatment plant. The treatment plant was designed to cope with the estimated loadings from population and industry in the greater Dublin area until 2020. When designing a treatment plan, it is normal to have a design horizon, and the year chosen for this case was 2020. This required predicting population growth in the greater Dublin area to 2020 and the behaviour of industrial loadings until that time. The design was predicated on the following assumptions. The population of the greater Dublin area would grow at a rate of 0.8% per annum up to 2020, giving a total figure of 1,145,050 persons by that year. Industrial loadings would reduce to 50% of their 1998 values once treatment charges were levied by Dublin City Council under the polluter pays principle, this happened in Europe and there was no reason to expect that it would not happen in Dublin.
An additional allowance of 10% was added for contingencies, bringing the total allowance to 60% of the existing licensed load. It is common to express loads in equivalent persons, so that there can be comparison between the different contributors to the load. This total industrial allowance was deemed to be equivalent to a population of 453,000 persons. An additional allowance was made for hospitals and daily commuters representing 10,900 persons, and a design margin of 31,414 equivalent persons was added, which was 10% of the population of the north Dublin area, the greatest growth area in the greater Dublin area. When the above figures are added, the final design population was equivalent was 1.64 million persons.
I was then asked to comment on the measured load versus the design load. Since the inception of the proposals to extend the treatment plant at Ringsend, there have been a number of surveyed loads reaching the works. At various times, the measured load exceeded the estimated design load derived from population and industry, in spite of the fact that both the population and the licensed industrial load have more or less conformed to the original design. The results of these surveys leads to the inevitable conclusion that a pollution load from another source or sources is arriving at Ringsend that was not accounted for in the original design. The load arriving at the treatment plant every day is not constant. It varies with the amount of rainfall. When rainfall is persistent and prolonged, the load arriving at the works drops significantly. The explanation for this is that some of the pollution load is discharged with storm water at storm water overflows in the old sewerage system in Dublin. The maximum recorded loadings will always occur during a prolonged dry spell. During this time, the entire pollution load discharged to the sewerage system arrives at Ringsend. My report re-examines the possible sources of pollution loads, in order to determine why this extra loading is occurring.
The third point deals with the appropriateness of the design capacity determined. I found that the projected population increases were in line with the results of the 2002 and 2006 censuses. I found that the allowances made for industrial loadings were adequate, having regard to considerable improvements in housekeeping carried out by the major industrial contributors. There was an allowance of 6,700 for daily commuters in the original design, which consisted of one third of a notional figure of 20,000 commuters into the Dublin area. I found that the allowance made for daily commuters could have been under-estimated by a population equivalent of up to 23,300 persons. This assessment is based on information compiled by the CSO from the 2006 census. This information would not have been available at the time of the original design. During the Celtic tiger period, the amount of commuting into Dublin increased enormously. The CSO estimate is that it is now over 90,000 persons. Therefore, I have taken one third of that figure, and allowing for the 6,700 persons that were already in the design, the net figure is 23,300.
The type of tourism known as "same day" tourism has only been investigated recently by Fáilte Ireland and the CSO. Estimates are based on data both from Ireland and outside of Ireland. Such tourism may add an equivalent of 12,000 persons to the loadings at Ringsend. Such information was not available at the time of the original design. Loadings derived from commercial properties, such as shops, offices, pubs, restaurants, sporting facilities and so on, were deemed to be part of the contribution from the population of the greater Dublin area, and no additional allowance was made for them in the original design. In my opinion, this approach led to a possible under-estimation of load of up to 190,000 equivalent persons. The summation of these possible discrepancies comes to 225,300 persons, which goes a long way in explaining the overloading being experienced at Ringsend.
It has been suggested to me that perhaps there were immigrants living in the greater Dublin area who did not declare themselves during the censuses of 2002 and 2006. I put this suggestion to the CSO, but its officials categorically denied that anything like that could happen, because if such were the case, the supervisors and enumerators of the census would pick it up very readily. Therefore, I have not included any allowance for that in my estimation.
The enormous growth in food and drink outlets in Dublin during the years of the Celtic tiger could hardly have been anticipated in the design, which was mainly carried out in the early to mid 1990s. Until recently, such outlets used kitchen macerators to dispose of surplus waste and waste food. This saved them sending the food to the landfill, where they would have to pay landfill charges. This was discharged to the sewerage system, thereby greatly increasing the pollution load from such premises. I understand that the use of these macerators is now forbidden by Dublin City Council.
I was asked what consideration was given to nutrient reduction in the context of water quality in Dublin Bay. The effluent standards for the new treatment works at Ringsend were expected to satisfy the requirements of three documents. The first was the Dublin Bay water quality management plan. The second was the urban waste water treatment regulations of 1994, and the third was the quality of bathing water regulations of 1992. The urban waste water treatment regulations of 1994 did not designate the Liffey Estuary and Dublin Bay as sensitive water. The required standard of effluent under the regulations was met by the requirements of contract No. 2, which is the contract made for the construction of the new plant. However, in 2001 the urban waste water regulations were updated and the Liffey Estuary was designated as a sensitive area from Islandbridge Weir to Poolbeg Lighthouse.
Under the new regulations, the position of Dublin Bay is somewhat anomalous, as most of the bay lies outside the sensitive area. However, the discharge from the Ringsend treatment plant is just upstream from the Poolbeg Lighthouse and therefore discharges into the sensitive area. Consequently, the discharge from the treatment plant is subject to more stringent requirements on the removal of nitrogen and phosphorous. The new regulations did not become law until May 2008, which is seven years after the SI was issued. Consequently, the discharge from the treatment is now in breach of the regulations. However, Dublin City Council has already appointed consultants to design the upgrade of Ringsend to meet the requirements of the regulations, and this work will proceed in due course.
I was then asked to examine and report on the factors that contributed to the odour problems experienced at Ringsend, and the effectiveness of the measures taken to remedy them. Environmental Impact Statement No.1 on the Dublin Bay project deals with the new Ringsend waste water treatment plant. Section 7.1 of the EIS deals comprehensively with odour. Based on the results of odour modelling, the EIS sets an odour standard of 5 parts per billion of hydrogen sulphide to be achieved at the site boundary. Hydrogen sulphide is a very foul smelling gas, which smells of a rotten egg and it is commonly used as a standard for odour control in sewerage treatment plants. While the EIS requirements were referred to in a general way when the contract documents were drawn up, the level of hydrogen sulphide cited as a standard at the site boundary was given as 100 parts per billion.
Between August 2003 and November 2008, odour problems at Ringsend were recurrent and, at times, severe. Many of the odour problems were created by inadequate design and plant failure, and did not represent odours to be expected from a treatment plant that was being operated in a normal mode. All the defective plant issues between the contractor and Dublin City Council have now been resolved, and odours which could be attributed to defective plant have now been eradicated. Furthermore, the odour control plant for normal operation of the treatment plant has been significantly upgraded. I believe members of this committee saw the works in Ringsend, which are very impressive. Few people realise what a huge industrial undertaking they represent. It would be foolish to suggest that there will never again be an odour problem associated with Ringsend. Inevitably, plant breakdowns and accidental emissions will occur from time to time, but the equipment now in place should be capable of dealing with any such occurrences quickly and effectively.
According to measurement, the Ringsend plant is overloaded, particularly in dry weather. In wet weather, some of the pollution load is washed out at points where stormwater is overflowed and never reaches the treatment plant. In dry weather, the maximum pollution load reaching the works has been measured as being 200,000 to 300,000 equivalent persons greater than the design population of 1.64 million. I have tried to explain why I think this is so. The final upgrading of the works should address the current overload.
Questions have been raised about the accuracy of measurement of the pollution load entering the works, and I have recommended that the methods of measurements should be reviewed and improved, if necessary, in the upgrading of the works. I have also recommended that the pollution load from each contributing area be measured and recorded separately — there is a sewerage main coming from Sutton, one from Dún Laoghaire, one from the Dodder Valley and there is also the old Dublin sewer — so that more information will become available about the origins of loadings on peak-load occasions.
With regard to the present discharge of effluent to sensitive waters, I recommend that this issue be dealt with by the consultant appointed for the final upgrading of Ringsend. I understand that this is so. Finally, I recommend that the constituent local authorities in the greater Dublin area should focus more attention on pollution loads coming from commercial enterprises that are not subject to integrated pollution prevention and control or trade effluent licences, so that the polluter pays principle can be more rigidly enforced.