Midleton Agglomeration. Annual Environmental Report

Transcription

1 Annual nvironmental Report 2013 Midleton Agglomeration Annual nvironmental Report 1 st January st December 2013 Cork County Council Water Services Zone 3 Issue 1 nvironmental Protection Agency P.O. Box. 3000, Johnstown Castle state, County Wexford Telephone : Fax : Licence Reg. No. D Page 1

2 Annual nvironmental Report 2013 Scope and Purpose of the Report Cork County Council holds a Waste Water Discharge Licence (Register No. D ) for the Midleton Agglomeration. This licence was granted on 6 st January The aim of this Annual nvironmental Report (AR) is to provide a review of activities relevant to the discharge from the 1st January 2013 to the 31st December The required scope of the report is outlined in Schedule D (Annual nvironmental Report Content) of the Waste Water Discharge Licence. Page 2

3 Annual nvironmental Report 2013 Section 1. xecutive Summary and Introduction to the 2013 AR 1.1 Summary Report on 2013 Midleton is a medium sized town located on the Owenacurra River, in the North ast of Cork Harbour, approximately 13 miles to the east of Cork City. The Midleton Waste Water Treatment Plant (WWTP) serves the town of Midleton and environs and is located in the townland of Garryduff to the south west side of Midleton. In 2013, the WWTP was under the administrative control of Cork County Council and was operated on their behalf by lectrical & Pump Services Ltd. (PS Ltd). The operational contract with PS Ltd is valid until April Midleton WWTP provides secondary treatment by way of extended aeration followed by clarification. Screening and grit removal are provided in advance of this treatment. A further tertiary treatment process is provided by way of UV disinfection of the final effluent. Nitrification and denitrification are achieved by the inclusion of an anoxic zone in the aeration process. Phosphorus removal is also provided for by means of an anaerobic zone in the treatment process. The original plant (Stream 1+2) was designed for a population equivalent of 10,000 P.. with a BOD loading of 600kgs/day. The maximum hydraulic capacity of the plant was 90l/s. In early 2012, a third treatment stream (Stream 3) was constructed as part of planned improvement works. This has increased the hydraulic capacity of the Midleton WWTP to 120l/s. This is equivalent to 3 Dry Weather Flows (DWF). The Midleton WWTP has a current capacity of 15,000 P.. with a BOD loading of 900kgs/day. The plant is hydraulically protected by the controlled pumping capacity of the three terminal pumping stations. These are Bailick 1, Bailick 2 and Dwyers Road. The influent flows typically range from 2 DWF to 3 DWF. Treated effluent from the Midleton WWTP discharges after UV treatment to the Ballinacurra 1 Pumphouse through a 400mm/750mm treated effluent pipeline. Treated effluent from Irish Distillers Ltd is discharged to a separate chamber in the Bailick 1 Pumphouse, from where it is pumped locally to the 750mm treated effluent pipeline, to discharge directly to the Ballinacurra 1 Pumphouse. The combined treated effluents at the Ballinacurra 1 Pumphouse are pumped to the top of Rose Hill in Ballinacurra, from where they gravitate under pressure to a 2,000 m3 holding tank at Rathcoursey. This final effluent is discharged on an ebb tide to the North Channel Great Island via a diffuser pipe. This is the Primary Discharge Point for the Midleton Agglomeration ref; SW01 MIDL. Page 3

4 Annual nvironmental Report 2013 The mission Limit Values (LV) for the Primary Discharge at Rathcoursey are as follows: 5 Day Biochemical Oxygen Demand (BOD 5 ) 25 mg/l Chemical Oxygen Demand (COD) 125 mg/l Suspended Solids (SS) 35 mg/l Total Nitrogen 15 mg/l Orthophosphate ( as P) 2 mg/l Ph Faecal Coliforms Geometric mean of < 250fc/100mls of sample and 95%ile<1000fc/100mls (based on a 50 sample rolling programme) The same mission Limit Values apply to the treated effluent from the Midleton WWTP, with the exception of Orthophosphate (as P), which does not apply. The Midleton WWTP consistently produces a good quality final effluent which continues to satisfy the effluent quality standards required by the Discharge Licence. The average yearly results for the Midleton WWTP are summarised below. Similarly, the average yearly results for the Primary Discharge at Rathcoursey, which comprises the combined effluents from the Midleton WWTP and the I.D.Ltd WWTP, for 2013 and are as follows: LV Midleton WWTP Primary Discharge Limits BOD 1.51mg/l 2.56 mg/l 25mg/l COD 16.5mg/l 21.4 mg/l 125mg/l SS 1.68mg/l 6.55 mg/l 35mg/l Total N 5.54mg/l 5.61 mg/l 15mg/l Orthophosphate as P 0.26 mg/l 2mg/l Ph As can be seen, the final treated effluent values are well within the allowable limits under the Discharge Licence. There are two separate UV systems on the outlet from the Midleton WWTP. Streams 1+2 are treated using a Wedeco system and Stream 3 is treated using a Trojan system. The geometric mean and the 95%ile faecal coliform values for these streams, as well the Primary Discharge Point at Rathcoursey, which is sampled from the discharge pipe in the Ballinacurra 1 Pumphouse and is a split composite sample, are tabulated below. Geometric Mean 95%ile Streams Stream Ballinacurra 1 Pumphouse Sample A Ballinacurra 1 Pumphouse Sample B Page 4

5 Annual nvironmental Report 2013 As can be seen, Streams 1+2 are fully compliant while Stream 3 is compliant with the geometric mean limit. The treated effluents at the Ballinacurra 1 Pumphouse, which should be identical, are not compliant with either the geometric mean or the 95%ile value. This subject will be discussed later on in the AR. The PA have been informed of this non-compliance, which is on-going. During 2013 a stormwater overflow monitoring system was installed and commissioned on the principal pumphouses within the Midleton Sewerage Scheme. These comprised Bailick 1, Bailick 2, Bailick 3, Ballinacurra 1, Ballinacurra 2 and Dwyers Road. This system has been operational since the 17th of June and, for the first time, provides an accurate record of stormwater overflows on the Midleton Sewerage Scheme. From the beginning of June 2013, there has been a total of 10 stormwater overflow events recorded during this period. These are summarised as follows; Bailick 1 SW03MIDL 4 Overflow vents Bailick 2 SW04MIDL 2 Overflow vents Bailick 3-0 Overflow vents Ballinacurra 1-0 Overflow vents Ballinacurra 2 SW05MIDL 2 Overflow vents Dwyers Road SWO6MIDL 2 Overflow vents A more detailed analysis of these stormwater overflows has been provided later in this report. Page 5

6 Annual nvironmental Report 2013 Section 2. Monitoring Reports Summary 2.1 Summary report on monthly influent monitoring PS Ltd are the operators of the Midleton WWTP. As part of the Operate Contract daily/weekly samples are taken of the influent for BOD, COD, SS TN and TP. On a monthly basis, a full suite of tests are carried out on behalf of the operator by City Analysts Ltd for BOD, COD, SS, TN and TP. In addition, BOD and TN samples are also analysed on a weekly basis by City Analysts Ltd. Daily samples of COD, SS, and Ph are analysed in house by PS Ltd in the on-site laboratory. The results tabulated below are the Influent Monitoring Summary Table for BOD (mg/l) COD (mg/l) SS (mg/l) TP (mg/l) TN (mg/l) Number of Samples Annual Max Annual Mean Hydraulic Loading (m3/d) Organic Loading (P/day) The results tabulated below are average monthly values for the Influent Samples Table 2.1 Date cbod COD SS TP TN 2013 mg/l mg/l mg/l mg/l mg/l January February March April May June July August Sept October November December Average Page 6

7 2.2 Discharges from the agglomeration Midleton WWTP Discharge Annual nvironmental Report 2013 BOD (mg/l) COD (mg/l) TSS (mg/l) Total P (mg/l) Total N (mg/l) Faecal Coiform Geometric Mean Faecal Coliform 95%ile WWDL LV (Schedule A) n/a 15 <250 <1000 LV with Condition 2 Interpretation included none none none n/a none n/a n/a Number of sample results n/a Number of sample results above WWDL LV n/a 0 50 rolling sample 50 rolling sample Number of sample results above LV with Condition 2 Interpretation included n/a 0 n/a n/a Annual Mean (for parameters n/a & &3070 where a mean LV applies) Overall Compliance (Pass/Fail) Pass Pass Pass n/a Pass Pass&Pass Pass&Fail Note 1. The discharge from the Midleton WWTP is split into 2 streams (Streams 1+2 & Stream 3). ach separate stream has its own individual composite sampler. For BOD, COD analysis, etc. a pro rata combined sample is tested. The results tabulated above reflect this. However, for faecal coliform analysis the 2 streams are tested separately. The first figure in the table represents Stream 1+2 and the second Stream 3. As can be seen, the quality of the treated effluent from the Midleton WWTP is very good and in full compliance with the emission limit values of the Discharge Licence, with one exception. The 95%ile value for Stream 3 exceeds the limit of This matter has been taken up with the plant operator, PS Ltd, who have been in contact with the Trojan UV supplier with a view to increasing the intensity of the UV lamps to give a higher disinfection level. This matter will be monitored on an ongoing basis to ensure compliance. Page 7

8 Annual nvironmental Report 2013 Midleton Agglomeration Primary Discharge BOD (mg/l) COD (mg/l) TSS (mg/l) Total P (mg/l) Total N (mg/l) Faecal Coiform Geometric Mean Faecal Coliform 95%ile WWDL LV (Schedule A) <250 <1000 LV with Condition 2 Interpretation included none none yes none none n/a n/a Number of sample results Number of sample results above WWDL LV rolling sample 50 rolling sample Number of sample results above LV with Condition 2 Interpretation included n/a n/a Annual Mean (for parameters & & where a mean LV applies) Overall Compliance (Pass/Fail) Pass Pass Pass Pass Pass Fail & Fail Fail & Fail Note 1. The ph values of the final effluent are checked on a daily basis by the curator and are in full compliance with the LV s. Based on the 31 compliance samples taken by the accredited Cork Co. Council laboratory at Inniscarra, the average ph for 2013 was 7.83 with 100% compliance. Note 2. The final effluent is a combination of flows from the Midleton WWTP and the Irish Distillers Ltd WWTP. Note 3. The final effluent is sampled using a composite sampler located at the Ballinacurra 1 Pumphouse, from where the final effluent is pumped before discharging to the Rathcoursey Holding Tank. Note 4. The I.D. Ltd effluent is sampled on a weekly basis at the discharge point to a dedicated final effluent sewer before discharging to the Bailick 1 Pumphouse. The geometric mean of the faecal coliform results is 15.3 and the 95%ile is Note 5. There is a marked deterioration in the Primary Discharge faecal coliform results from the two discharge points for the I.D. Ltd effluent and the Midleton WWTP effluent. The 750mm treated effluent pipe along the Bailick Road is subject to tidal flooding and the Bailick Road is closed to traffic on occasions as a result of this tidal flooding. Clearly, tidal waters inundate the 750mm treated effluent sewer on these occasions and this could be a contributory factor in the deterioration of the faecal coliform results. It is unlikely that this is the only reason and further investigations will be carried out in an effort to identify any other factors in this issue. Page 8

9 2.2.1 Mass Loading Measurement Annual nvironmental Report 2013 The average daily flow to the Midleton WWTP for 2013 was 6,750 m3/day The average daily strength of the influent in terms of BOD was 110 mg/l The UWWT Regulations define 1 Population quivalent (P..) as the load resulting from 60g of BOD Assume 225l per person per day BOD Loading P.. = (6750 x 1000 x 110) / (60 x 1000) P.. = 12, Hydraulic Loading P.. = (6750 x 1000) / 225 P.. = 30,000 The Mass Loading on the WWTP in terms of BOD is 12,375 P.. The Mass Loading on the WWTP in terms of Hydraulic Loading is 30,000 P.. WWTP Hydraulic Loading is 2.42 DWF. Page 9

10 Annual nvironmental Report Ambient monitoring summary The Primary Discharge for the Midleton Waste Water Discharge Licence is the outlet from the Rathcoursey Holding Tank. This outlet pipe discharges to the North Channel of Cork Harbour at the North ast corner of Great Island. Based on 2012 data, the water quality status of the North Channel is moderate, while that of the Lower Harbour is good. levated dissolved inorganic nitrogen with subsequent slightly elevated chlorophyll levels are the reason for the designation. All other measured chemical parameters are in compliance with the relevant environmental quality standards. See Table. Fig 1: PA monitoring Stations on North Channel Page 10

11 Annual nvironmental Report 2013 North Channel: Source PA Monitoring Programme of North Channel (S). Ref. Appendix 1. Summary DO % BOD mg/l PO 4 -P mg/l DIN mg/l Chlorophyll µg/l As µg/l Cd µg/l Cr µg/l Cu µg/l Pb µg/l Hg µg/l Ni µg/l Ag µg/l Zn µg/l No of samples Annual Mean n/a n/a n/a n/a n/a Median n/a n/a n/a n/a 6 n/a n/a n/a n/a n/a n/a n/a n/a n/a 90%ile Result n/a n/a n/a n/a 27 n/a n/a n/a n/a n/a n/a n/a n/a n/a 95%ile Result n/a n/a n/a n/a n/a n/a n/a n/a n/a Surface Water Regs 1 QS Other Surface Waters 95%ile < 120% Saturation Good Status= 0.25 High Status = 0.17 Median = 10 90%ile =20 for good waters Surface Water Regs Compliant? YS YS YS No No Yes Yes Yes Yes Yes Yes Yes Yes Yes ShellFish Regulations QS 2 70 n/a n/a n/a n/a ShellFish Regulations Compliant? Yes n/a n/a n/a n/a Yes Yes Yes Yes Yes Yes Yes Yes Yes 1 uropean Communities nvironmental Objecitves (Surface Waters) Regulations uropean Communities (Quality of Shellfish Waters) Regulations 2006 Page 11

12 Annual nvironmental Report Data collection and reporting requirements under the Urban Waste Water Treatment Directive The effluent monitoring carried out by Cork County Council s accredited Wastewater Laboratory at Inniscarra included the Data Collection and Reporting Requirements under the UWWT Directive. The data collected has been submitted online to the PA using the DN coding system. The Midleton WWTP data was uploaded to DN Code:TPFF0500D0056SW001 and the Midleton Outfall data was uploaded to DN Code:TPFF0500D0056SW100. Full compliance for all of the test parameters has been achieved in the tests required under the UWWT Directive. 2.5 Pollutant Release and Transfer Register (PRTR) The PRTR Report has been submitted online. Section 3 Operational Reports Summary 3.1 Treatment fficiency report cbod COD SS Total P Total N (kg/yr) (kg/yr) (kg/yr) (kg/yr) (kg/yr) Influent mass loading (kg/year) 271, , ,662 N/A 49,028 Comment ffluent mass emission (kg/year) % fficiency (% reduction of influent load) 3,720 40,775 4,139 N/A 13, % 95.1% 99.3% N/A 72.2% 3.2 Treatment capacity report Hydraulic Capacity Design / As Constructed (m3/year) Hydraulic Capacity Current loading (m3/year) Hydraulic Capacity Remaining (m3/year) Organic Capacity - Design / As Constructed (P) Organic Capacity - Current loading (P) Organic Capacity Remaining (P) Will the capacity be exceeded in the next three years? (Yes / No) 3,784,320 2,463, ,734 15,000 12,375 2,625 No Page 12

13 Annual nvironmental Report xtent of agglomeration summary report % of total load generated in the agglomeration Load generated in the agglomeration that is collected in the sewer 100% network Load collected in the agglomerations that enters treatment plant 100% Load generated in the agglomeration going to individual and appropriate treatment systems Load generated in the agglomeration that is not collected and not individually treated. 100% 0% 3.4 Complaints Summary Number Date & Nature of Cause of Actions taken to Closed Time Complaint Complaint resolve issue (Y/N) 0 n/a n/a n/a n/a n/a 3.5 Reported incidents summary Incident Type (e.g. Noncompliance, mission, spillage, pollution incident) Stormwater Overflow Stormwater Overflow Stormwater Overflow mission xceedance Incident Descriptio n Stormwater Overflow Stormwater Overflow Stormwater Overflow Faecal Coilforms Cause Torrential Rainfall Town Flooded Adverse Weather Pump Trip or Telemetry fault Under Investigati on No. of incidents Correctiv e Action Authorities Contacted Note 1 Reported to PA (Yes/No) Closed (Y/N) 3 Yes Yes Yes Y 1 Yes Yes Yes Y 6 Yes Yes Yes Y 2 Yes Yes Yes N Page 13

14 Annual nvironmental Report 2013 In addition the following details must be provided: Number of Incidents in Number of Incidents reported to the PA via DN in xplanation of any discrepancies between the two numbers above n/a 3.6 Sludge/other inputs to the WWTP Input type m3/year P/year % of load Domestic /Septic Tank Sludge 0 n/a n/a Industrial / Commercial Sludge 0 n/a n/a Landfill Leachate (delivered by tanker) Landfill Leachate (delivered by sewer network) 0 n/a n/a 0 n/a n/a Other (specify) Page 14

15 Annual nvironmental Report 2013 Section 4 Infrastructural assessments and programme of improvements 4.1 Storm water overflow identification and inspection report Preferred format for the SWO Identification and Inspection Summary Report Table A: WWDL Name Irish Grid Included Compliance No. of Total Total stimated / Code for Reference in with times volume volume /Measured Storm Water Schedule DoHLG activated discharged discharged data Overflow A4 of the Criteria in 2013 in 2013 (m3) in 2013 WWDL (No. of (P..) events) SW03MIDL Yes Not yet M N assessed SW04MIDL Yes Not yet M N assessed SWO5MIDL Yes Not yet M SW07MIDL N N assessed Yes Not yet assessed 2 28 M Note 1. A stormwater monitoring and measuring system was installed as part of a planned Improvement Programme on the Midleton Sewerage Scheme in early This system was commissioned and operational by the 17 th of June. All stormwater overflows have been notified to the PA since that date. Preferred format for the SWO Identification and Inspection Summary Report Table B: How much sewage was discharged via SWOs in the agglomeration in the year (m3/yr)? How much sewage was discharged via SWOs in the agglomeration in the year (p.e.)? What % of the total volume of sewage generated in the agglomeration was discharged via SWOs in the agglomeration in 2013? Is each SWO identified as non-compliant with DoHLG Guidance included in the Programme of Improvements? m3 Pro rata for 12 month period 1.1% N/A The SWO assessment includes the requirements of Schedule A3 & C3 Have the PA been advised of any additional SWOs / changes to Schedule C3 and A4 under Condition 1.7? N/A Yes A Technical Amendment has been submitted with regard to SW07MIDL and overall spill volumes and frequency. Page 15

16 Annual nvironmental Report Report on progress made and proposals being developed to meet the improvement programme requirements Preferred format for Specified Improvement Programme (Schedule A and C) summary report, to be submitted annually: Specified Improvement Programmes (under Schedule A and C of WWDL) Licence Schedule (A or C) Licence Completion Date Date xpired? (N/NA/Y) Status of Works ((i) Not Started; (ii) At planning stage; (iii) Work ongoing onsite; (iv) Commissioning Phase; (v) Completed; (vi) Delayed;) % Construction Work Completed Licensee Timeframe for Completing the Work Comments All Specified Improvement Works have been substantially completed C 31 st Dec 2011 Y Completed 100 Completed A summary of the status of any improvements identified by the Licensee under Condition 5.2 must also be included. The suggested format for reporting this information is outlined below. Improvement Identifier Improvement Description Improvement Source Progress (% completed) xpected Completion Date Optimise Stormwater Storage and reduce Frequency of Overflows Pump Management System Maximise pump output to WWTP and improve availability of existing Stormwater Storage following stormwater events 0% Mid 2014 Subject funding to Sewer Integrity Tool (Condition 5.2). Insert rows as required Secondary discharges assessment (Condition 5.2). SWO assessment (Condition 4 & 5.2). Drinking Water Abstraction Risk Assessment (Condition 4) Shellfish Impact Risk Page 16

17 Annual nvironmental Report 2013 Assessment (Condition 5) Pearl Mussel Impact Assessment (Condition 4) Improved Operational Control Incident Reduction limination/reduction of Priority Substances Sewer Integrity Risk Assessment Tool Improvement Programme (Works) summary table: The Improvement Programme should include an assessment of the integrity of the existing wastewater works for the following: Risk Assessment Rating (High, Medium, Low) Risk Score Assessment Reference to relevant section of AR (e.g. Appendix 2 Section4. Hydraulic Risk Assessment Score Medium Risk 97 Appendix 5 nvironmental Risk Assessment Score Low Risk 177 Appendix 5 Structural Risk Assessment Score Medium Risk 90 Appendix 5 Operation & Maintenance Risk Assessment Score Overall Risk Score for the agglomeration Medium Risk 96 Appendix 5 Low Risk 460 Appendix 5 Section 5 License specific reports Licence Report Specific Priority Substances Assessment Drinking Water Abstraction Point Risk Assessment Habitats Impact Assessment Shellfish Impact Assessment Required in 2013 AR or outstanding from previous AR Included in 2013 AR Reference to relevant section of AR (e.g. Appendix 2 Section4. yes Yes Appendix 2 no no n/a no no n/a no no n/a Pearl Mussel Report no no n/a Toxicity/Leachate Management Toxicity of Final ffluent Report no no n/a no no n/a Page 17

18 Annual nvironmental Report 2013 Section 5.2 Drinking water abstraction point risk assessment Preferred format for Drinking Water Abstraction Point Risk Assessment summary table: Licensee self- assessment checks to determine whether all relevant information is included in the Assessment. Is a Drinking Water Abstraction Risk Assessment required in the No 2013 AR (or outstanding from a previous AR) Does the Drinking Water Abstraction Risk Assessment identify whether any of the discharges in Schedule A of the licence pose n/a a risk to a drinking water abstraction Does the assessment identify if any other discharge(s) from the works pose a risk to a drinking water abstraction (includes n/a emergency overflows) What is the overall risk ranking applied by the licensee Does the risk assessment consider the impacts of normal operation Does the risk assessment consider the impacts of abnormal operation (e.g. incidents /overflows) Does the risk assessment include control measures for each risk identified Does the risk assessment include operational control measures e.g? incident notification to DW source Does the risk assessment include infrastructural control measures Does the Improvement Programme for the agglomeration include control measures / corrective actions to eliminate / reduce priority substances identified as having an impact on receiving water quality? n/a n/a n/a n/a n/a n/a n/a A copy of the detailed assessment should be included as an appendix to the AR. Where relevant, findings from this assessment should be considered under the Programme of Improvements required under Page 18

19 Annual nvironmental Report 2013 Section 5.3 Shellfish impact assessment report Preferred format for Shellfish Impact Assessment summary table: Is a Shellfish Impact assessment required in the 2013 AR (or outstanding from a previous AR)? List prescribed organisations consulted when preparing the assessment (BIM, SFPA, MI) Does the assessment identify that any of the discharges from the works are impacting on the microbiological quality of the shellfish? Does the assessment recommend that there is a requirement to install UV/other disinfection equipment on any of the discharges? Provide details on disinfection system to be employed Has this been completed? If not yet complete what is the expected date for completion? Where disinfection is required, is there a programme in place to demonstrate the efficiency of any disinfection system in place? What is the demonstrated efficiency of the disinfection system? Is there a shellfish monitoring programme in place? Does the shellfish or shellfish water monitoring programme include results generated by other organisations List organisations contributing data to the assessment Does the Improvement Programme for the agglomeration include the findings and recommendations of the shellfish impact risk assessment? No n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a A copy of the detailed assessment should be included as an appendix to the AR. Where relevant, findings from this assessment should be considered under the Programme of Improvements required under Condition 5. Page 19

20 Annual nvironmental Report 2013 Section 5.4 Toxicity/Leachate Management Preferred format for Toxicity / Leachate Management Report summary table: Is a Toxicity / Leachate Management Report required in the 2013 AR (or outstanding from previous AR) No What % of the total influent is leachate? 0 Does the study identify any constituents of the leachate that present an environmental risk? List leachate constituent identified and impact (insert a row for each constituent) n/a n/a Has the WWTP suitability to treat the leachate been assessed? What are the results of the assessment (Suitable / Not Suitable / Suitable subject to improvement programme works completion) Has the study identified the max and operational loadings (mass, volume and rate of addition) for leachate to the WWTP? Is there a monitoring programme for the priority substances identified above? Have trigger and action levels for the concentration of identified leachate constituents been established to prevent impact on the receiving water? Does the Improvement Programme for the agglomeration include any procedural and/or infrastructural works to reduce the impacts of leachate acceptance on the operation of the wwtp? n/a n/a n/a n/a n/a n/a A copy of the detailed assessment can be included as an appendix to the AR. Section 5.5 Toxicity/Leachate Management Preferred format for Toxicity of the final effluent assessment summary table: Is a Toxicity report required? (Condition 4) Has the study been carried out against 4 species in 3 trophic levels? Does the report identify that the discharge is toxic to any of the species in the study? List species impacted Does the Improvement Programme for the agglomeration include any procedural and/or infrastructural works to reduce the toxicity of the final discharge? No No No No A copy of the detailed assessment can be included as an appendix to the AR. Where relevant, findings from this assessment should be considered under the Programme of Improvements required under Condition 5. Page 20

21 Annual nvironmental Report 2013 Section 5.6 Toxicity/Leachate Management Preferred formats for Pearl Mussel Measure Report summary table (check licence condition to see which format is appropriate): Is a progress report on implementation of the findings of Pearl Mussel Protection Measures report required in the 2013 AR (or outstanding from previous AR) Is there a Pearl Mussel Protection Measures Report for the receiving water body? No No Include hyperlink to internet location of report Does this report identify measures relevant to discharges from the works as having a potential impact on the Pearl Mussel water? n/a No Section 5.7 Habitats impact assessment report Preferred format for Habitats Impact Assessment summary table: Is a Habitats Assessment required in the 2013 AR (includes outstanding assessments from previous years)? Was the scope of the study agreed in advance with NPWS Does the report include a Stage 1 screening assessment? Does the screening identify that discharges are causing an impact on listed sites? Does the report require a Stage 2 Appropriate assessment? Does the report identify any uropean Sites (e.g. SPA, SAC, NHA) that discharges from the works could have an impact on? List uropean sites identified (insert a line for each site identified) Does the report include mitigation measures for each identified impact? Does each measure explain how the adverse impact will be avoided/reduced? Does the Improvement Programme for the agglomeration include any procedural and/or infrastructural works to reduce the impacts of discharges on the a listed site (NHA, SAC, SPA)? Licensee self- assessment checks to determine whether all relevant information is included in the Assessment. No No No No No No n/a No No No A copy of the detailed assessment should be included as an appendix to the AR. Where relevant, findings from this assessment should be considered under the Programme of Improvements required under Condition 5. Page 21

22 Annual nvironmental Report 2013 Section 4 Infrastructural assessments and programme of improvements As part of the requirements of the WWDL, each licensee shall ensure that the AR report is certified as accurate and is representative by a nominated and suitably qualified person. The AR must contain the following Does the AR include an executive summary? Yes Does the AR include an assessment of the performance of the Waste Water Works (i.e. have the results of assessments been interpreted against WWDL requirements and or nvironmental Quality Standards)? Is there a need to advise the PA for consideration of a technical amendment / review of the licence? List reason e.g. additional SWO identified (insert lines as required) Is there a need to request/advise the PA of any modifications to the existing WWDL? Refer to Condition 1.7 (changes to works/discharges) & Condition 4 (changes to monitoring location, frequency etc.) List reason e.g. failure to complete specified works within dates specified in the licence, changes to monitoring requirements (insert lines as required) Have these processes commenced? (i.e. Request for Technical Amendment / Licence Review / Change Request) Yes Yes Grid reference for SWO7MIDL is incorrect. Spill frequencies and volumes to be reviewed Yes Grid reference for SWO7MIDL is incorrect. Spill frequencies and volumes to be reviewed Yes Are all outstanding reports and assessments from previous ARs included as an appendix to this AR? Yes List outstanding reports (insert lines as required) None Page 22

23 Annual nvironmental Report 2013 Midleton Agglomeration Annual nvironmental Report 2013 Certified by...david Keane... Date...27/02/14... (See signed attachment) Director of Water Services Cork County Council County Hall Cork Page 23

24 Annual nvironmental Report 2013 Appendix 1 ffluent Monitoring Results Cork County Council Laboratory Inniscarra UWW Directive Monitoring Primary Discharge Monitoring SW01 Page 24

25 Annual nvironmental Report 2013 Appendix 2 Faecal Coliform Results Page 25

26 Annual nvironmental Report 2013 Faecal Coliform Results for 2013 Date Page 26 Stream 1+2 Stream 3 Primary Discharge A Primary Discharge B I.D.Ltd Owenacurra River 02/01/ < /01/13 <10 < /01/13 2 < < /01/ /01/ /02/ < /02/13 8 <1 <10 46 < /02/ /02/ < /03/ /03/ /03/ < /03/ /04/ < /04/ /04/ <10 < /04/ <100 < /05/ /05/ /05/ /05/ /05/ < /06/ < /06/13 <10 >20000 < /06/ /06/ <100 < /07/ < /07/ < /07/ <1000 < /07/ < /08/ /08/ /08/ < /08/13 < < /08/13 <100 < <10 < /09/ < /09/ < /09/ < /09/13 <100 <100 <100 <100 <3 2400

27 Annual nvironmental Report /10/ < /10/ < < /10/ /10/13 13 > /11/ < /11/ <100 <100 < /11/13 < <1 < /11/13 <1 120 < < /11/13 < < /12/ <10 34 < /12/ < /12/13 <1 < <3 930 Note 1. The samples of Stream 1+2 and Stream 3 are taken from the composite samplers on the outlet channels of the Midleton WWTP. Note 2. The samples of Primary Discharge A and B are a split sample taken from the composite sampler in the Ballinacurra 1 Pumphouse, before discharging to the Rathcoursey Holding Tank. These results should be more or less identical. Note 3. The sample of the I.D.Ltd final effluent is a grab sample taken directly from the discharge to a manhole at The Baby s Walk. As this is a pumped discharge there are occasions when there isn t any flow to the manhole. Note 4. The samples taken from the Owenacurra River are grab samples taken just downstream of the Cork Road Bridge. There are no stormwater overflows in the Midleton Sewerage Scheme above this point. Page 27

28 Annual nvironmental Report 2013 Appendix 3 Priority Substances Testing Page 28

29 Annual nvironmental Report 2013 Appendix 4 PRTP Report Page 29

30 Annual nvironmental Report 2013 Appendix 5 Sewer Integrity Tool Page 30

31

32 Midleton Outfall WWDL D (combined effluents o Sample ffluent ffluent ffluent ffluent ffluent Sample Code GX003 GX011 GX047 GX048 GX102 Sample Location (Ballinacurra/R Ballincurra Ballincurra Ballincurra Ballincurra Ballincurra Sample Date 02/01/ /01/ /01/ /01/ /02/2013 Sample Type Composite Composite Composite Grab Composite Flow M 3 /Day * * ph BOD mg/l COD mg/l Suspended Solids mg/l O-PO4-P mg/l Ammonia-N mg/l TN-N mg/l TON-N mg/l Polychlorinated Biphenyls (PCB) ug/l Arsenic ug/l Dissolved Metals Cadmium ug/l Chromium ug/l Copper ug/l Lead ug/l Mercury ug/l Nickel ug/l Silver ug/l Zinc ug/l Immediate Non-Compliance Notification to PA require Immediate Notification to PA NOT required

33 of WWTP & IPPC site) ffluent ffluent ffluent ffluent ffluent ffluent ffluent ffluent GX175 GX176 GX253 GX310 GX311 GX333 GX415 GX416 Ballincurra Ballincurra Ballincurra Ballincurra Ballincurra Ballincurra Ballincurra Ballincurra 27/02/ /02/ /03/ /03/ /03/ /04/ /04/ /04/2013 Composite Grab Composite Grab Grab Composite Composite Grab 8832 * * * ed Half of LOD value for statistical purposes collected by water services for licence analysis for specific parameters

34 ffluent ffluent ffluent ffluent ffluent ffluent ffluent ffluent GX458 GX533 GX534 GX556 GX631 GX670 GX735 GX799 Ballincurra Ballincurra Ballincurra Ballincurra Ballincurra Ballincurra Ballincurra Ballincurra 08/05/ /05/ /05/ /06/ /06/ /07/ /07/ /07/2013 Composite Composite Grab Composite Composite Composite Composite Composite * * * 6432 *

35 ffluent ffluent ffluent ffluent ffluent ffluent ffluent ffluent water GX891 GX936 GX1022 GX1079 services GX1134 GX1195 GX1216 Ballinacurra Ballinacurra Ballinacurra Ballinacurra Ballinacurra Ballinacurra Ballinacurra Ballinacurra 14/08/ /08/ /09/ /09/ /09/ /10/ /10/ /11/2013 Composite Composite Grab Composite Composite Grab Grab Composite * 6630 * * * * * * * * 0.2 (NFR) * * <0.05 <0.96 <0.09 < <0.38 < < guidance result only

36 ffluent ffluent ffluent ffluent water GX1291 GX1405 services GX1465 mission Mean Limit Ballinacurra Ballinacurra Ballinacurra Ballinacurra Value Value 21/11/ /12/ /12/ /12/2013 Composite Composite Composite Composite * no value * * * * * * no value * * < <2.29 < % Complianc e with LV Limits Schedule A.1 % Complianc e with Condition 2.1

37 % Complianc e with Schedule B4 Monitoring Frequency

38 Midleton WWTP Outlet- Stream 1 +2 Sample ffluent ffluent ffluent ffluent ffluent ffluent ffluent Sample Co GX001 GX009 GX045 GX103 GX173 GX257 GX308 Sample Da ######## ######## 30/01/ /02/ /02/ /03/ /03/2013 Sample Ty Composite Composite Composite Composite Composite Composite Composite Flow M 3 /Da * * * * ph * 7.5 * 7.5 BOD mg/l * 2.5 * 1.8 COD mg/l * 22 * 10.5 Suspended * 1.25 * 1.25 TN-N mg/l exceeds Urban Wastewater Regulations Limits half of LOD for statistical purposes Midleton WWTP NW WW STRAM- Stream 3 Sample ffluent ffluent ffluent ffluent ffluent ffluent ffluent Sample Co GX002 GX010 GX046 GX104 GX174 GX258 GX309 Sample Da ######## ######## 30/01/ /02/ /02/ /03/ /03/2013 Sample Ty Composite Composite Composite Composite Composite Composite Composite Flow M 3 /Da * 958 * 2559 * 2566 * ph * 7.5 * 7.6 BOD mg/l * 2.5 * 1.7 COD mg/l * 23 * 10.5 Suspended * 1.25 * 1.25 TN-N mg/l Midleton WWTP Outlet Mixed sample Pro Rata Sample ffluent ffluent ffluent ffluent ffluent ffluent ffluent Sample Co GX121 GX262 GX330 GX417 GX468 GX535 GX559 Sample Da ######## ######## 09/04/ /04/ /05/ /05/ /06/2013 Sample Ty Pro Rata Pro Rata Pro Rata Pro Rata Pro Rata Pro Rata Pro Rata Flow M 3 /Da ph BOD mg/l COD mg/l Suspended TN-N mg/l

39 ffluent ffluent ffluent ffluent ffluent ffluent ffluent ffluent GX328 GX413 GX456 GX531 GX557 GX629 GX667 GX733 09/04/ /04/ /05/ /05/ /06/ /06/ /07/ /07/2013 Composite composite Composite Composite Composite Composite Composite Composite * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ffluent ffluent ffluent ffluent ffluent ffluent ffluent ffluent GX329 GX414 GX457 GX532 GX558 GX630 GX668 GX734 09/04/ /04/ /05/ /05/ /06/ /06/ /07/ /07/2013 Composite Composite composite composite Composite Composite Composite Composite * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ffluent ffluent ffluent ffluent ffluent ffluent ffluent ffluent GX632 GX 669 GX736 GX802 GX892 GX935 GX1023 GX /06/ /07/ /07/ /07/ /08/ /08/ /09/ /09/2013 Pro Rata Pro Rata Pro Rata Pro Rata Pro Rata Pro Rata Pro Rata Pro Rata

40 ffluent ffluent ffluent ffluent ffluent ffluent ffluent ffluent GX800 GX889 GX933 GX1081 GX1135 GX1197 GX1214 GX /07/ /08/ /08/ /09/ /10/ /10/ /11/ /11/2013 Composite Composite Composite Composite Composite Composite Composite Composite * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ffluent ffluent ffluent ffluent ffluent ffluent ffluent ffluent GX801 GX890 GX934 GX1082 GX1136 GX1198 GX1215 GX /07/ /08/ /08/ /09/ /10/ /10/ /11/ /11/2013 Composite Composite Composite Composite Composite Composite Composite Composite * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ffluent ffluent ffluent ffluent ffluent ffluent GX1137 GX1206 GX1217 GX1310 GX1406 GX /10/ /10/ /11/ /11/ /12/ /12/2013 Composite Pro Rata Pro Rata Pro Rata Pro Rata Pro Rata UWW Reg Limits Mean Value

41 Mean value UWW Reg Limits ffluent ffluent GX1403 GX /12/ /12/2013 Composite Composite * * 7.4 * * * * * * * * 5.3 Mean value UWW Reg Limits ffluent ffluent GX1404 GX /12/ /12/2013 Composite Composite * * 7.42 * * * * * * * *

42 A copy of this certificate is available on Customer Tony Hickey Cork County Council Innishmore Ballincollig Co. Cork Customer PO Customer Ref Middleton / Ballinacurra Pump Station Unit 35, Boyne Business Park, Drogheda, Co. Louth Ireland Tel: Fax: Web: Lab Report Ref. No. 1128/044/02 Date of Receipt Sampled On Date Testing Commenced Received or Collected Condition on Receipt Date of Report Sample Type 26/09/ /09/ /09/2013 Courier: DPD Acceptable 02/10/2013 Trade ffluent info@fitzsci.ie Ref 2 CRTIFICAT OF ANALYSIS Test Parameter SOP Analytical Technique Result Units Arsenic (Dissolved) 177 ICPMS <0.96 ug/l Cadmium (Dissolved) 177 ICPMS <0.09 ug/l Chromium (Dissolved) 177 ICPMS <2.14 ug/l Copper (Dissolved) 177 ICPMS ug/l Lead (Dissolved) 177 ICPMS <0.38 ug/l Mercury (Dissolved) 178 ICPMS <0.2 ug/l Nickel (Dissolved) 177 ICPMS ug/l Polychlorinated Biphenyls 201 GCMS <0.05 ug/l Silver (Dissolved) 177 ICPMS <0.33 ug/l Zinc (Dissolved) 177 ICPMS ug/l Acc. Signed : Aoife Harmon - Technical Supervisor Date : 02/10/2013 Acc. : Accredited Parameters by ISO 17025:2005 PVL - Parametric Value Limit as per U Drinking water Regulations (SI ) All organic results are analysed as received and all results are corrected for dry weight at 104 C Results shall not be reproduced, except in full, without the approval of Fitz Scientific Results contained in this report relate only to the samples tested **The analytical result for this parameter may not be reflective of the concentration present at the time of sampling. The maximum recommended preservation time for this parameter has been exceeded. Page 1 of 1

43 A copy of this certificate is available on Customer Tony Hickey Cork County Council Innishmore Ballincollig Co. Cork Customer PO Customer Ref Ballinacura Direct Discharge - 16/12/13 Unit 35, Boyne Business Park, Drogheda, Co. Louth Ireland Tel: Fax: Web: Lab Report Ref. No. 1128/046/02 Date of Receipt Sampled On Date Testing Commenced Received or Collected Condition on Receipt Date of Report Sample Type 17/12/ /12/ /12/2013 Courier: DPD Acceptable 10/01/2014 Trade ffluent info@fitzsci.ie Ref 2 PO CRTIFICAT OF ANALYSIS Test Parameter SOP Analytical Technique Result Units Arsenic (Industrial ff.) 177 ICPMS ug/l Cadmium (Industrial ff.) 177 ICPMS ug/l Chromium (Industrial ff.) 177 ICPMS 1.06 ug/l Copper (Industrial ff.) 177 ICPMS ug/l Lead (Industrial ff.) 177 ICPMS ug/l Mercury (Ind ffluent) 178 ICPMS ug/l Nickel (Industrial ff.) 177 ICPMS <2.29 ug/l PCB GCMS <0.05 ug/l PCB GCMS <0.05 ug/l Polychlorinated Biphenyls 201 GCMS <0.05 ug/l Silver 177 ICPMS <0.33 ug/l Zinc (Industrial ff.) 177 ICPMS ug/l Acc. UKAS UKAS UKAS UKAS UKAS UKAS UKAS UKAS Signed : Aoife Harmon - Technical Supervisor Date : 10/01/2014 Acc. : Accredited Parameters by ISO 17025:2005 PVL - Parametric Value Limit as per U Drinking water Regulations (SI ) All organic results are analysed as received and all results are corrected for dry weight at 104 C Results shall not be reproduced, except in full, without the approval of Fitz Scientific Results contained in this report relate only to the samples tested **The analytical result for this parameter may not be reflective of the concentration present at the time of sampling. The maximum recommended preservation time for this parameter has been exceeded. Page 1 of 1

44 PRTR# : D0056 Facility Name : Midleton Waste Water Treatment Plant Filename : D0056_2013 Midleton PRTR.xlsm Return Year : /02/ :11 RFRNC YAR 2013 Guidance to completing the PRTR workbook 1. FACILITY IDNTIFICATION Parent Company Name Cork County Council Southern Division Facility Name Midleton Waste Water Treatment Plant PRTR Identification Number D0056 Licence Number D Waste or IPPC Classes of Activity No. class_name 30.4 General AR Returns Workbook Version Address 1 County Hall Address 2 Cork Address 3 Address 4 Cork Country Ireland Coordinates of Location River Basin District ISW NAC Code 3700 Main conomic Activity Sewerage AR Returns Contact Name Jack McCarthy AR Returns Contact mail Address cccwastewater@corkcoco.ie AR Returns Contact Position S AR Returns Contact Telephone Number AR Returns Contact Mobile Phone Number AR Returns Contact Fax Number Production Volume 0.0 Production Volume Units Number of Installations 0 Number of Operating Hours in Year 0 Number of mployees 2 User Feedback/Comments Web Address 2. PRTR CLASS ACTIVITIS Activity Number 5(f) Activity Name Urban waste-water treatment plants 3. SOLVNTS RGULATIONS (S.I. No. 543 of 2002) Is it applicable? Have you been granted an exemption? If applicable which activity class applies (as per Schedule 2 of the regulations)? Is the reduction scheme compliance route being used? 4. WAST IMPORTD/ACCPTD ONTO SIT Guidance on waste imported/accepted onto site Do you import/accept waste onto your site for onsite treatment (either recovery or disposal activities)? This question is only applicable if you are an IPPC or Quarry site

45 4.1 RLASS TO AIR Link to previous years emissions data PRTR# : D0056 Facility Name : Midleton Waste Water Treatment Plant Filename : D0056_2013 Midleton PRTR.xlsm Return Year : /02/ : SCTION A : SCTOR SPCIFIC PRTR POLLUTANTS RLASS TO AIR Please enter all quantities in this section in KGs POLLUTANT MTHOD QUANTITY Method Used No. Annex II Name M/C/ Method Code Designation or Description mission Point 1 T (Total) KG/Year A (Accidental) KG/Year F (Fugitive) KG/Year PA UWWTP Tool 01 Methane (CH4) STIMAT Version Carbon monoxide (CO) STIMAT PA UWWTP Tool Version Carbon dioxide (CO2) STIMAT PA UWWTP Tool Version Nitrous oxide (N2O) STIMAT PA UWWTP Tool Version Non-methane volatile organic compounds (NMVOC) STIMAT PA UWWTP Tool Version Nitrogen oxides (NOx/NO2) STIMAT PA UWWTP Tool Version Sulphur oxides (SOx/SO2) STIMAT PA UWWTP Tool Version 5.0 * Select a row by double-clicking on the Pollutant Name (Column B) then click the delete button SCTION B : RMAINING PRTR POLLUTANTS RLASS TO AIR Please enter all quantities in this section in KGs POLLUTANT MTHOD QUANTITY Method Used No. Annex II Name M/C/ Method Code Designation or Description mission Point 1 T (Total) KG/Year A (Accidental) KG/Year F (Fugitive) KG/Year * Select a row by double-clicking on the Pollutant Name (Column B) then click the delete button SCTION C : RMAINING POLLUTANT MISSIONS (As required in your Licence) RLASS TO AIR Please enter all quantities in this section in KGs POLLUTANT MTHOD QUANTITY Method Used Pollutant No. Name M/C/ Method Code Designation or Description mission Point 1 T (Total) KG/Year A (Accidental) KG/Year F (Fugitive) KG/Year Additional Data Requested from Landfill operators * Select a row by double-clicking on the Pollutant Name (Column B) then click the delete button For the purposes of the National Inventory on Greenhouse Gases, landfill operators are requested to provide summary data on landfill gas (Methane) flared or utilised on their facilities to accompany the figures for total methane generated. Operators should only report their Net methane (CH4) emission to the environment under T(total) KG/yr for Section A: Sector specific PRTR pollutants above. Please complete the table below: Landfill: Please enter summary data on the quantities of methane flared and / or utilised Midleton Waste Water Treatment Plant Method Used Designation or Description Facility Total Capacity m3 per hour additional_pollutant_no T (Total) kg/year M/C/ Method Code Total estimated methane generation (as per site model) 0.0 N/A Methane flared (Total Flaring Capacity) Methane utilised in engine/s (Total Utilising Capacity) Net methane emission (as reported in Section A above) 0.0 N/A

46 4.2 RLASS TO WATRS 8 SCTION A : SCTOR SPCIFIC PRTR POLL No. Annex II

47

48 SCTION B : RMAINING PRTR POLLUTANT No. Annex II SCTION C : RMAINING POLLUTANT MISS Pollutant No

49

50 Link to previous years emissions data LUTANTS RLASS TO WATRS POLLUTANT Name 1,2-dichloroethane (DC) Alachlor Aldrin Anthracene Arsenic and compounds (as As) Atrazine Benzene Benzo(g,h,i)perylene Brominated diphenylethers (PBD) Cadmium and compounds (as Cd) Chlordane Chlordecone Chlorfenvinphos Chlorides (as Cl) Chloro-alkanes, C10-C13 Chlorpyrifos Chromium and compounds (as Cr) Copper and compounds (as Cu) Cyanides (as total CN) DDT Di-(2-ethyl hexyl) phthalate (DHP) Dichloromethane (DCM) Dieldrin Diuron PRTR# : D Data on amb M/C/

51 ndosulphan ndrin thyl benzene Fluoranthene Fluorides (as total F) Halogenated organic compounds (as AOX) Heptachlor Hexabromobiphenyl Hexachlorobenzene (HCB) Hexachlorobutadiene (HCBD) Isodrin Isoproturon Lead and compounds (as Pb) Lindane Mercury and compounds (as Hg) Mirex Naphthalene Nickel and compounds (as Ni) Nonylphenol and Nonylphenol ethoxylates (NP/NPs) Octylphenols and Octylphenol ethoxylates Organotin compounds (as total Sn) Pentachlorobenzene Pentachlorophenol (PCP) Phenols (as total C) Polychlorinated biphenyls (PCBs) Polycyclic aromatic hydrocarbons (PAHs) Simazine Tetrachloroethylene (PR)

52 Tetrachloromethane (TCM) Toluene Total nitrogen Total organic carbon (TOC) (as total C or COD/3) Total phosphorus Toxaphene Tributyltin and compounds Trichlorobenzenes (TCBs)(all isomers) Trichloroethylene Trifluralin Triphenyltin and compounds Vinyl chloride Xylenes Zinc and compounds (as Zn) * Select a row by double-clicking on the Pollutant Name (Column B) then click the delete button M M TS POLLUTANT RLASS TO WATRS Name M/C/ * Select a row by double-clicking on the Pollutant Name (Column B) then click the delete button SIONS (as required in your Licence) RLASS TO WATRS POLLUTANT Name M/C/ Selenium Antimony (as Sb) Molybdenum Tin Barium Boron Cobalt

53 Vanadium Dichlobenil Linuron Mecoprop Total 2,4 Dichlorophenol (2,4 D) MCPA Glyphosate Benzo[a]pyrene Benzo[b]fluoranthene Benzo[k]fluoranthene Indeno[1,2,3-c,d]pyrene Carbon tetrachloride 2,6-Dichlorobenzamide Dicofol Hexabromocyclodecane (HBCD) PFOS Ammonia (as N) BOD COD Kjeldahl Nitrogen Nitrate (as N) Nitrite (as N) Ortho-phosphate (as PO4) Suspended Solids * Select a row by double-clicking on the Pollutant Name (Column B) then click the delete button M M M M

54 0056 Facility Name : Midleton Waste Water Treatment Plant Filename : D0056_2013 Midleton PRTR.xlsm Return Year : bient monitoring of storm/surface water or groundwater, conducted as part of your licence requirements, should NO Please enter all quantities in this section in KGs Method Used Method Code Designation or Description mission Point 1 T (Total) KG/Year STIMAT 5.0 STIMAT 5.0 STIMAT 5.0 STIMAT STIMAT STIMAT STIMAT STIMAT STIMAT 5.0 STIMAT STIMAT 5.0 STIMAT 5.0 STIMAT 5.0 STIMAT STIMAT STIMAT 5.0 STIMAT STIMAT STIMAT STIMAT 5.0 STIMAT STIMAT STIMAT 5.0 STIMAT

55 STIMAT STIMAT STIMAT STIMAT STIMAT STIMAT STIMAT STIMAT STIMAT STIMAT STIMAT STIMAT STIMAT STIMAT STIMAT STIMAT STIMAT STIMAT STIMAT STIMAT STIMAT STIMAT STIMAT STIMAT STIMAT STIMAT STIMAT STIMAT

56 STIMAT 5.0 STIMAT ALT chemiluminescence STIMAT ALT digestion+colorimetric STIMAT 5.0 STIMAT 5.0 STIMAT 5.0 STIMAT 5.0 STIMAT 5.0 STIMAT 5.0 STIMAT 5.0 STIMAT STIMAT Please enter all quantities in this section in KGs Method Used Method Code Designation or Description mission Point 1 T (Total) KG/Year Please enter all quantities in this section in KGs Method Used Method Code Designation or Description mission Point 1 T (Total) KG/Year STIMAT STIMAT STIMAT 5.0 STIMAT STIMAT STIMAT STIMAT

57 STIMAT STIMAT STIMAT 5.0 STIMAT STIMAT STIMAT STIMAT STIMAT STIMAT STIMAT STIMAT STIMAT 5.0 STIMAT STIMAT 5.0 STIMAT 5.0 STIMAT ALT colorimetric ALT electrochemical ALT digestion+colorimetric STIMAT 5.0 STIMAT 5.0 STIMAT 5.0 STIMAT 5.0 ALT gravimetric

58 : /02/ : OT be submitted under AR / PRTR Reporting as this only concerns Releases from your facility QUANTITY A (Accidental) KG/Year F (Fugitive) KG/Year

59

60 QUANTITY A (Accidental) KG/Year F (Fugitive) KG/Year QUANTITY A (Accidental) KG/Year F (Fugitive) KG/Year

61

62 4.3 RLASS TO WASTWATR OR SWR Link to previous years emissions data PRTR# : D0056 Facility Name : Midleton Waste Water Treatment Plant Filename : D0056_ /02/ : SCTION A : PRTR POLLUTANTS OFFSIT TRANSFR OF POLLUTANTS DSTIND FOR WAST-WATR TRATMNT OR SWR Please enter all quantities in this section in KGs POLLUTANT MTHOD QUANTITY Method Used No. Annex II Name M/C/ Method Code Designation or Description mission Point 1 T (Total) KG/Year A (Accidental) KG/Year F (Fugitive) KG/Year * Select a row by double-clicking on the Pollutant Name (Column B) then click the delete button SCTION B : RMAINING POLLUTANT MISSIONS (as required in your Licence) OFFSIT TRANSFR OF POLLUTANTS DSTIND FOR WAST-WATR TRATMNT OR SWR Please enter all quantities in this section in KGs POLLUTANT MTHOD QUANTITY Method Used Pollutant No. Name M/C/ Method Code Designation or Description mission Point 1 T (Total) KG/Year A (Accidental) KG/Year F (Fugitive) KG/Year * Select a row by double-clicking on the Pollutant Name (Column B) then click the delete button

63 4.4 RLASS TO LAND Link to previous years emissions data 8 8 SCTION A : PRTR POLLUTANTS RLASS TO LAND POLLUTANT No. Annex II Name * Select a row by double-clicking on the Pollutant Name (Column B) SCTION B : RMAINING POLLUTANT MISSIONS (as required in your Licence) RLASS TO LAND POLLUTANT Pollutant No. Name * Select a row by double-clicking on the Pollutant Name (Column B)

64 PRTR# : D0056 Facility Name : Midleton Waste Water Treatment Plant Filename : D0056_2013 Midleton PRTR.x Please enter all quantities i MTHOD Method Used M/C/ Method Code Designation or Description mission Point ) then click the delete button Please enter all quantities i MTHOD Method Used M/C/ Method Code Designation or Description mission Point ) then click the delete button

65 xlsm Return Year : /02/ : in this section in KGs QUANTITY T (Total) KG/Year A (Accidental) KG/Year in this section in KGs QUANTITY T (Total) KG/Year A (Accidental) KG/Year

66 T/Year Description and Licence / Permit No. of Recoverer / Disposer / Broker Address of Recoverer / Disposer / Broker Name and Address of Final Destination i.e. Final Recovery / Disposal Site (HAZARDOUS WAST ONLY) Licence / Permit No. of Final Destination i.e. Final Recovery / Disposal Site (HAZARDOUS WAST ONLY) 5. ONSIT TRATMNT & OFFSIT TRANSFRS OF WAST PRTR# : D0056 Facility Name : Midleton Waste Water Treatment Plant Filename : D0056_2013 Midleton PRTR.xlsm Return Year : /02/ : Please enter all quantities on this sheet in Tonnes 3 Transfer Destination uropean Waste Code Hazardous Quantity Quantity (Tonnes per Year) of Waste Method Used Waste Treatment Operation M/C/ Method Used Location of Treatment Name Within the Country No 20.0 screenings D1 M Weighed Offsite in Ireland sludges from treatment of urban waste Within the Country No water R3 M Weighed Offsite in Ireland Haz Waste : Name and Licence/Permit No of Next Destination Facility Non Haz Waste: Name and Licence/Permit No of Recover/Disposer Haz Waste : Address of Next Destination Facility Non Haz Waste: Address of Recover/Disposer Midleton Skip Hire,WFP-CK Gortadroma Landfill A1,Knockgriffin,Midleton,Co Site,Ballyhahill,Co Cork,none,Ireland Limerick,".",Ireland Ormonde Organics,WFP- WD Killowen,Portlaw,Co Waterford,.,Ireland Name and License / Permit No. and Address of Final Recoverer / Disposer (HAZARDOUS WAST ONLY) Actual Address of Final Destination i.e. Final Recovery / Disposal Site (HAZARDOUS WAST ONLY) * Select a row by double-clicking the Description of Waste then click the delete button Link to previous years waste data Link to previous years waste summary data & percentage change Link to Waste Guidance

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