Agglomeration view on a map with some info UWWTP : Oughterard Waste Water Treatment Plant - Identifier : IETP_D0192 - Status : Active - Connected - Reporting year : 2016 Region (NUTS) Code : IE042 - Region (NUTS) Name : IE042 compliance Time Line List of all the year available for the agglomeration 2016View history Compliant Not compliant Not relevant No information ? Description Load entering UWWTP (p.e.): load expressed in population equivalent shall be calculated on the basis of the maximum average weekly load entering the treatment plant during the year, excluding unusual situations such as those due to heavy rain (Article 4 of the Urban Waste Water Treatment Directive 91/271/CE)1 715Method used to determine the load : Not availableRate of entering load transported to this UWWTP by trucks (%): Not availablePhysical Capacity (p.e.): 500Waste water treated (m3/y): Volume of waste water treated and partially treated in the UWWTPNot availableMethod used to determine the volume of waste water treated: Not availableTreatment performance: BOD5: Biological Oxygen DemandFailTreatment performance: COD: Chemical Oxygen DemandFailTreatment performance: TSS: Total Suspended SolidsFailTreatment performance: Total nitrogen: Sum of total kjeldahl nitrogen (organic, ammonia and ammonium), nitrate and nitriteNot availableTreatment performance: Total phosphorus: Sum of dissolved phosphorus and insoluble phosphorusNot availableTreatment performance: Other: e.g. e-coliNot availableCompliance: Not compliantTreatment type in place: Secondary treatmentTreatment required: Secondary treatmentTreatment met: YesPerformance met: NoIn cause of failure: Bad operating/Bad design or dimensioning: 1In cause of failure: Bad design or dimensioning: 1In cause of failure: Further information on cause of failure: Not available Graphical network summary Agglomerations : 1 Agglomeration : Oughterard (Generated Oughterard Waste Water Treatment Plant Entering :1,715 p.e 1 DCP(S)Discharge point: Oughterard Waste Water Treatment Plant(NA) Main treatment : : Compliant : Not compliant : No information / Not relevant More stringent treatment : Performance : : Pass performance : Fail performance : Not relevant Type : N : Nitrogen removal P : Phosphorus removal UV : UV treatment MICRO : Micro Filtration Type : CHLOR : Chlorination OZONE : Ozonation SAND : Sand filtration O : Other more stringent Discharge point : : Discharge point DCP(S) : Discharge point(s) Waste Water Network Connexions Linked agglomeration(s): OughterardLinked receiving area(s): Not availableLinked discharge point(s): Oughterard Waste Water Treatment Plant Site information Year of data: 2016 Source of data: See sourcefile Other years : UWWTP national Internet hyperlink: Not available Characteristics Latitude : 53.43100500 Longitude : -9.31748280 Date of closing: Not providedExplanation for closing: Not providedID of the successor: Not providedPrimary treatment: Secondary treatment: N removal: P removal: UV: Ozonation: Sand filtration: Chlorination: Micro filtration: Other treatment: Other type of more stringent treatment: Not providedOther type of more stringent : Not providedID of E-PRTR facility: Not providedAccidents: Not availableRemarks: Not provided Forward looking aspect Identified reason(s) for non compliance: Failed BOD and COD quality standards. Absence of adequate secondary treatment.Measure(s) to reach the compliance needed for UWWTP: Works completed - WWTP upgrade.Load entering the UWWTP at the expected date of compliance (as planned): 1689Organic design capacity UWWTP (as planned): 2400Type of treatment UWWTP (as planned): 3PDate or expected date of completion of preparatory measures (planning, design, etc): 21 June 2016Date or expected start date for works: 22 August 2016Date or expected date of completion of works: 22 February 2018Expected date of compliance (12 months of compliant samples) : 22 February 2019Forecast cost investment needed for the UWWTP (as in the national plan): 4.96Any relevant comment on UWWTP: Below the size threshold for mandatory compliance with Article 4 effluent quality standards in the previous reporting exercise (2014) but the agglomeration size increased above the threshold in 2016. A more detailed assessment of the load undertaken in 2017 shows that the load is now 1,575 p.e. which is under the threshold. Errors: Not provided