Annual Environmental Report 2015The treatment process includes the following: - Preliminary Treatment (Screening) Secondary Treatment (Extended Aeration with Anoxic Zone) Chemical

Annual Environmental Report

2015

Agglomeration Name: Athlone

Licence Register No. D0007-01

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Table of Contents Section 1. Executive Summary and Introduction to the 2015 AER 3

1.1 Summary Report on 2015 3

Section 2. Monitoring Reports Summary 4

2.1 Summary report on monthly influent monitoring 4

2.2 Discharges from the agglomeration 5

2.3. Ambient Monitoring Summary 6

2.4 Data collection and reporting requirements under the UWWTD 7

2.5 Pollutant Release and Transfer Register (PRTR) - report for previous year 7

Section 3. Operational Reports Summary 8

3.1 Treatment Efficiency Report 8

3.2 Treatment Capacity Report 8

3.3 Extent of Agglomeration Summary Report 8

3.4 Complaints Summary 9

3.5 Reported Incidents Summary 10

3.6 Sludge / Other inputs to the WWTP 11

Section 4. Infrastructure Assessments and Programme of Improvements 12

4.1 Storm water overflow identification and inspection report 12

4.2 Report on progress made and proposals being developed to meet the improvement programme requirements. 15

Section 5. Licence Specific Reports 18

5.1 Priority Substances Assessment 19

5.2 Drinking Water Abstraction Point Risk Assessment 19

5.3 Shellfish Impact Assessment Report 20

5.4 Toxicity / Leachate Management 20

5.5 Toxicity of the Final Effluent Report 21

5.6 Pearl Mussel Measures Report 21

5.7 Habitats Impact Assessment Report 21

Section 6. Certification and Sign Off 22

Section 7. Appendix 23

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Section 1. Executive Summary and Introduction to the 2015 AER 1.1 Summary Report on 2015 This Annual Environmental Report has been prepared for D0007-01, Athlone, in County Westmeath, in accordance with the requirements of the wastewater discharge licence for the agglomeration. There are no specified assessment reports included as an appendix to this AER. The agglomeration is served by a wastewater treatment plant with a Design PE of 30,000. The treatment process includes the following: -

Preliminary Treatment (Screening)

Secondary Treatment (Extended Aeration with Anoxic Zone)

Chemical dosing for phosphorus removal (Alum Dosing) The final effluent from the Primary Discharge Point was compliant with the Emission Limit Values in 2015. 2,433,720kgs sludge as dry solids was removed from the wastewater treatment plant in 2015 as dewatered sludge cake. Sludge was transferred to Mullingar WWTP (Reg. No. D0008-01). There were no major capital or operational changes undertaken in 2015. An Annual Statement of Measures is included in Appendix 7.1.

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Section 2. Monitoring Reports Summary 2.1 Summary report on monthly influent monitoring Table 2.1 Influent Monitoring Summary

BOD (mg / l)

COD (mg / l)

SS (mg / l)

TP (mg / l)

TN (mg / l)

Hydraulic Loading (m3/d)

Organic Loading (PE/Day)

Number of Samples 11 11 11 11 11

Annual Max. 824 2210 668 16.1 58 14,342 72,347

Annual Mean 192.34 493.60 223.14 6.03 38.04 8,431.64 27,029

Significance of results The annual mean hydraulic loading is less than the peak Treatment Plant Capacity as detailed further in Section 3.2 The annual maximum hydraulic loading is less than the peak Treatment Plant Capacity as detailed further in Section 3.2. The annual mean organic loading is less than the Treatment Plant Capacity as detailed further in Section 3.2. The annual maximum organic loading is greater than the Treatment Plant Capacity as detailed further in Section 3.2. The design of the wastewater treatment plant allows for peak values and therefore the peak loads have not impacted on compliance with Emission Limit Values.

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2.2 Discharges from the agglomeration Table 2.2 - Effluent Monitoring Summary

Effluent Monitoring Summary BOD (mg/l) COD (mg/l) TSS (mg/l) Total P (mg/l) Ammonia (mg/l)

WWDL ELV (Schedule A) where applicable 25 125 35 2 5

ELV with Condition 2 Interpretation included 50 250 87.5 2.4 6

Number of sample results 12 12 12 12 12

Number of sample results above WWDL ELV 0 0 0 0 0

Number of sample results above ELV with Condition 2 Interpretation 0 0 0 0 0

Annual Mean (for parameters where a mean ELV applies) 3.94 32.92 5.67 1.11 0.56

Overall Compliance (Pass/Fail) Pass Pass Pass Pass Pass

Significance of results The WWTP was compliant with the ELV's set in the wastewater discharge licence. The impact on receiving waters is assessed further in Section 2.3.

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2.3. Ambient Monitoring Summary Table 2.3 - Ambient Monitoring Report Summary

Ambient Monitoring Point from WWDL (or as agreed with EPA)

Irish Grid Reference

EPA Feature Coding Tool code

Receiving Waters Designation (Y/N) WFD Status Does assessment of the ambient monitoring results indicate that the discharge is impacting on water quality?

Bathing Water

Drinking Water

FWPM Shellfish

Upstream monitoring point

204104E 241004N

RS26S021706 n/a n/a n/a n/a Poor n/a

Downstream monitoring point

204062E 239287N

RS26S021700 N Y N N Poor No

* It should also be noted that Irish Water is unable to access the downstream sampling location as prescribed under Schedule B.3 Ambient Monitoring. The lands adjacent to all the sample locations are underwater for at least a period of 6-8 months of the year The results for the upstream monitoring are included as in Appendix 7.2. Significance of results

The WWTP was compliant with the ELVs set in the wastewater discharge licence as detailed in Section 2.2

The plant is compliant with the ELVs; therefore, based on this it is considered that the discharge is not impacting on water quality or the WFD status of the waterbody.

It is not considered that the WWTP is impacting upon the downstream drinking water abstraction point at Banagher, circa 36 km downstream.

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2.4 Data collection and reporting requirements under the UWWTD The reporting requirement under the Urban Wastewater Directive is completed by electronic submission of data on 28/01/2016

2.5 Pollutant Release and Transfer Register (PRTR) - report for previous year A PRTR is not required as the agglomeration for the 2015 AER.

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Section 3. Operational Reports Summary 3.1 Treatment Efficiency Report A summary presentation of the efficiency of the treatment process including information for all the parameters specified in the licence is included below: - Table 3.1 - Treatment Efficiency Report Summary

cBOD (kg/yr)

COD (kg/yr)

SS (kg/yr) Total P (kg/yr)

Total N (kg/yr)

Influent mass loading (kg/year) 591,947 1,519,064 686,728 18,544 117,057

Effluent mass emission (kg/year)

12,102 98,265 16,323 2,802 29,167

% Efficiency (% reduction of influent load)

98% 94% 98% 85% 75%

3.2 Treatment Capacity Report Table 3.2 - Treatment Capacity Report Summary

Hydraulic Capacity – Design / As Constructed (dry weather flow) (m3/year) 2,463,750

Hydraulic Capacity – Design / As Constructed (peak flow) (m3/year) 7,391,250

Hydraulic Capacity – Current loading (m3/year) 3,077,547

Hydraulic Capacity – Remaining (m3/year) 4,313,703

Organic Capacity - Design / As Constructed (PE) 30,000

Organic Capacity - Current loading (PE) 27,030

Organic Capacity – Remaining (PE) 2,970

Will the capacity be exceeded in the next three years? (Yes / No) No

3.3 Extent of Agglomeration Summary Report In this section Irish Water is required to report on the amount of urban waste water generated within the agglomeration. It does not include any waste water collected and created in a private system and discharged to water under a Section 4 Licence issued under the Water Pollution Acts 1977 (as amended).

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Table 3.3 - Extent of Agglomeration Summary Report

% of total load generated in the agglomeration

Load generated in the agglomeration that is collected in the sewer network 100%

Load collected in the agglomerations that enters treatment plant Unknown

Load collected in the sewer network but discharges without treatment Unknown

Load generated in the agglomeration that is collected in the sewer network is the total load generated and collected in the municipal network within the boundary of the agglomeration. Load collected in the agglomerations that enters treatment plant is that portion of the previous figure which enters the waste water treatment plant. Load collected but discharged without treatment is that portion of the first figure which is discharged without treatment. The data in Table 3.3 is estimated based on influent monitoring as detailed in Section 2.1 above.

3.4 Complaints Summary A summary of complaints of an environmental nature is included below. Table 3.4 - Complaints Summary Table

Number Date & Time Nature of Complaint

Cause of Complaint Actions taken to resolve issue

Closed (Y/N)

None

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3.5 Reported Incidents Summary A summary of reported incidents is included below. Table 3.5.1 - Summary of Incidents

Incident Type (e.g. Non-compliance, Emission, spillage, pollution incident)

Incident Description

Cause No. of Incidents

Corrective Action

Authorities Contacted. Note 1

Reported to EPA (Yes/No)

Closed (Yes/No)

None

Note 1: For shellfish waters notify the Marine Institute (MI) Sea Fisheries Protection Authority (SFPA) Food Safety Authority (FSAI) and An Bord Iascaigh Mhara (BIM). This should also include any other authorities that should be contacted arising from the findings of any Licence Specific Reports also e.g. Drinking Water Abstraction Impact Risk Assessment, Fresh Water Pearl Mussel Impact Assessments etc.

Table 3.5.2 - Summary of Overall Incidents

Number of Incidents in 2015 0

Number of Incidents reported to the EPA via EDEN in 2015 0

Explanation of any discrepancies between the two numbers above N/A

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3.6 Sludge / Other inputs to the WWTP Other inputs to the waste water treatment plant are summarised in Table 3.6 below. Table 3.6 - Other Inputs

Input Type m3/year PE/year % of load to WWTP

Is there a leachate/sludge acceptance procedure for the WWTP? (Y/N)

Is there a dedicated leachate/sludge acceptance facility for the WWTP? (Y/N)

Domestic /Septic Tank Sludge 0 0 0 N N

Industrial / Commercial Sludge 2,491.240 2,188 0.08 Y Y

Landfill Leachate (delivered by tanker)

3,549.110 3,117 0.12 Y Y

Landfill Leachate (delivered by sewer network)

0 0 0 N N

Other (specify) 0 0 0 N N

Notes:

1. Other Inputs include; septic tank sludge, industrial /commercial sludge, landfill leachate and any other sludge that is collected and added to the treatment plant.

2. Sludge that is added to a dedicated sludge reception facility at a waste water treatment plant not included in Table 3.6. Only include sludge which is added to the waste water treatment process stream. Enter zero where there are no inputs.

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Section 4. Infrastructure Assessments and Programme of Improvements

4.1 Storm water overflow identification and inspection report The Storm Water Overflow Identification & Inspection report has not been included in the 2015 AER. This will be included in the 2016 AER. A summary of the significance and operation for 2015 is included below. Table 4.1.1 - SWO Identification and Inspection Summary Report

WWDL Name / Code for Storm Water Overflow

Irish Grid Ref.

Included in Schedule A3 of the WWDL

Significance of the overflow (High/Med/Low)

Compliance with DoEHLG criteria

No. of times activated in 2015 (No. of events)

Total volume discharged in 2015 (m3)

Total volume discharged in 2015 (P.E.)

Estimated / Measured data

SO1 204156E 241041N

Yes Unknown Compliant Unknown Unknown Unknown N/A

SO2 204828E 241689N


SO3 203943E 241685N

Yes Unknown Non Compliant

Unknown Unknown Unknown N/A

SO4 204328E 242655N



SO5 203685E 242655N



SO6 202670E 241883N


SO7 203984E 241226N


SO8 203629E 240854N


SO9 203198E 241781N



SO10 203111E 241984N



SO11 203390E 241990N


SO12 203903E 241098N


SO13 203968E 241688N


SO14 203716E 242200N



SO15 204040E, 240941N


SO16 204627E 241342N


SO17 204719E 241347N


SO18 204824E 241254N


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WWDL Name / Code for Storm Water Overflow

Irish Grid Ref.

Included in Schedule A3 of the WWDL

Significance of the overflow (High/Med/Low)

Compliance with DoEHLG criteria

No. of times activated in 2015 (No. of events)

Total volume discharged in 2015 (m3)

Total volume discharged in 2015 (P.E.)

Estimated / Measured data

SO19 204156, 241041N


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Table 4.1.2 - SWO Identification and Inspection Summary Report

How much sewage was discharged via SWOs in the agglomeration in the year (m3/yr)?

Unknown

How much sewage was discharged via SWOs in the agglomeration in the year (p.e.)?

Unknown

What % of the total volume of sewage generated in the agglomeration was discharged via SWOs in the agglomeration in 2015?

Unknown

Is each SWO identified as non-compliant with DoEHLG Guidance included in the Programme of Improvements?

Yes

The SWO assessment includes the requirements of relevant WWDL Schedules (Yes/No)

Yes

Have the EPA been advised of any additional SWOs / changes to Schedules A/C under Condition 1?

N/A

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4.2 Report on progress made and proposals being developed to meet the improvement programme requirements. An Improvement Programme is not included in this 2015 AER. This will be prepared for the 2016 AER. Athlone Agglomeration has shown increased risk to pumping station in the agglomeration due to flooding of the Shannon River. These risks to pumping stations will be fully addressed under the current planned works. A summary of works to be carried out is included below. Table 4.2.1 - Specified Improvement Programme Summary

Specified Improvement Programmes

Licence Schedule

Licence Completion Date

Date Expired

Status of Works

% Construction Work Completed

Licensee Timeframe for Completing the Work

Comments

Installation of storm water storage tank at Golden Island pumping station and associated rising main to WWTP

C 31/05/2011 Yes At Planning Stage

0% June 2020 Work Currently At Planning Stage

Installation of Abbey Road to Golden Island tunnel sewer



Installation of new Coosan pumping station, and installation of new rising main and new sewer to Abbey Road



Upgrade and replacement of West Bank, West Side, Canal and Siphon sewers, upgrade of sewer connecting to Golden Island pumping station and installation of sewer across


0% To Be Confirmed

Work Currently At Planning Stage

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Licence Schedule


Date Expired

Status of Works



Comments

The Meadows

Rehabilitation of sewers including installation of Roslevin Lawns surface water culvert, completion of Al river improvement scheme and installation of Retreat Road surface water sewer


0% To Be Confirmed


Upgrade of Golden Island pumping Station


0% To Be Confirmed


Upgrade to Waste Water Treatment Plant and Ancillary


0% To Be Confirmed


SO3 To be discontinued

A 31/05/2011 Yes At Planning Stage

0% To Be Confirmed




0% To Be Confirmed




0% To Be Confirmed




0% To Be Confirmed




0% To Be Confirmed




0% To Be Confirmed




0% To Be Confirmed




0% To Be Confirmed


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Licence Schedule


Date Expired

Status of Works



Comments



0% To Be Confirmed




0% To Be Confirmed


A summary of the status of any improvements identified by under Condition 5.2 is included below. Table 4.2.2 - Improvement Programme Summary

Improvement Identifier / Name

Improvement Description

Improvement Source Progress (% complete)

Expected Completion Date

Comments

Condition 5.2 Athlone Main Drainage Scheme - Stage 3 - Upgrade to Waste Water Treatment Plant and Ancillary

WWTP assessment (Condition 5.2).

0% To Be Confirmed


Condition 5.2 Athlone Main Drainage Scheme- Stage 3 - Discontinue 10 SWOs

Secondary discharges assessment (Condition 5.2).

0% To Be Confirmed


Condition 4 & 5.2

Athlone Main Drainage Scheme- Stage 3 – Discontinue 10 SWOs

SWO assessment (Condition 4 & 5.2).

0% To Be Confirmed


Table 4.2.3 - Sewer Integrity Risk Assessment Tool Summary Sewer Integrity Assessment Tool has not ben prepared for this 2015 AER. This will be included in 2016 AER.

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 Assessment Score

Comment

Hydraulic Risk Assessment Score Not Assessed Not Assessed

Environmental Risk Assessment Score

Not Assessed Not Assessed

Structural Risk Assessment Score Not Assessed Not Assessed

Operation & Maintenance Risk Assessment Score


Overall Risk Score for the agglomeration


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Section 5. Licence Specific Reports Licence Specific Reports Summary Table

Licence Specific Report Required in this AER or outstanding from previous AER

Included in this AER / Remains outstanding

Reference to previous AER containing report or relevant section of this AER

Priority Substances Assessment No No See 2010 AER

Drinking Water Abstraction Point Risk Assessment

No No See 2010 AER

Habitats Impact Assessment N/A N/A N/A

Shellfish Impact Assessment N/A N/A N/A

Pearl Mussel Report N/A N/A N/A

Toxicity/Leachate Management No No See 2010 AER

Toxicity of Final Effluent Report No No See 2010 AER

Licence Specific Reports Summary of Findings

Licence Specific Report Recommendations in Report

Summary of Recommendations in Report

Priority Substances Assessment No N/A

Drinking Water Abstraction Point Risk Assessment

No N/A

Shellfish Impact Assessment N/A N/A

Pearl Mussel Report N/A N/A

Toxicity/Leachate Management No N/A

Toxicity of Final Effluent Report No N/A

Habitats Impact Assessment No N/A

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5.1 Priority Substances Assessment The Priority Substances Assessment report is included in the 2010 AER. A summary of the findings of this report is included below.

Licensee self- assessment checks to determine whether all relevant information is included in the Assessment.

Does the assessment use the Desk Top Study Method or Screening Analysis to determine if the discharge contains the parameters in Appendix 1 of the EPA guidance

Screening Analysis

Does the assessment include a review of Trade inputs to the works? No

Does the assessment include a review of other inputs to the works? No

Does the report include an assessment of the significance of the results where a listed material is present in the discharge? (e.g. impact on the relevant EQS standard for the receiving water)

No

Does the assessment identify that priority substances may be impacting the receiving water?

No

Does the Improvement Programme for the agglomeration include the elimination / reduction of all priority substances identified as having an impact on receiving water quality?

No

5.2 Drinking Water Abstraction Point Risk Assessment The Drinking Water Abstraction Point Risk Assessment report is included in the 2010 AER. A summary of the findings of this report is included below. Table 5.2 - Drinking Water Abstraction Point Risk Assessment Summary


Is a Drinking Water Abstraction Risk Assessment required in the 2015 AER (or outstanding from a previous AER)

No

Does the Drinking Water Abstraction Risk Assessment identify whether any of the discharges in Schedule A of the licence pose a risk to a drinking water abstraction?

Yes

Does the assessment identify if any other discharge(s) from the works pose a risk to a drinking water abstraction (includes emergency overflows)?

No

What is the overall risk ranking applied by the licensee? Low

Does the risk assessment consider the impacts of normal operation?

Yes

Does the risk assessment consider the impacts of abnormal operation (e.g. incidents /overflows)?

Yes

Does the risk assessment include control measures for each risk identified?

Yes

Does the risk assessment consider operational control measures? Yes

Does the risk assessment include infrastructural control Yes

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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?

Yes

5.3 Shellfish Impact Assessment Report The Shellfish Impact Assessment Report is not required for this licence.

5.4 Toxicity / Leachate Management The Toxicity / Leachate Management Assessment Report is included in the 2010 AER. A summary of the findings of the report is included below. Table 5.4 - Toxicity / Leachate Management Report Summary

Is a Toxicity / Leachate Management Report required in the 2015 AER (or outstanding from previous AER)?

No

What % of the total influent for the year is leachate? 0.26%

Does leachate addition exceed 4% ((volume) of the influent load at any time? No

Maximum leachate loading rate Unknown

Does the leachate study identify any constituents of the material that present an environmental risk?

No

List leachate constituent identified and impact N/A

Has the WWTP suitability to treat the leachate been assessed? Yes

What are the results of the assessment? 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?

No

Is there a monitoring programme for the priority substances identified above? No

Have trigger and action levels for the concentration of identified leachate constituents been established to prevent impact on the receiving water?

Yes

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?

Yes

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5.5 Toxicity of the Final Effluent Report The Toxicity / Final Effluent Assessment Report is included in AER 2010. A summary of the findings of the report is included below. Table 5.5 - Toxicity of the Final Effluent Report Summary

Is a Toxicity report required? (Condition 4) Yes

Has the study been carried out against 4 species in 3 trophic levels? Yes

Does the report identify that the discharge is toxic to any of the species in the study?

No

List species impacted N/A

Does the Improvement Programme for the agglomeration include any procedural and/or infrastructural works to reduce the toxicity of the final discharge?

N/A

5.6 Pearl Mussel Measures Report Pearl Mussel Measures Report not required for this licence.

5.7 Habitats Impact Assessment Report The Habitats Impact Assessment report not required for this licence.

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Section 6. Certification and Sign Off Table 6.1 - Summary of AER Contents

Does the AER include an executive summary? Yes

Does the AER 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 Environmental Quality Standards)?

Yes

Is there a need to advise the EPA for consideration of a technical amendment / review of the licence?

No

List reason e.g. additional SWO identified N/A

Is there a need to request/advise the EPA of any modifications to the existing WWDL? Refer to Condition 1.7 (changes to works/discharges) & Condition 4 (changes to monitoring location, frequency etc.)

No

List reason e.g. failure to complete specified works within dates specified in the licence, changes to monitoring requirements

N/A

Have these processes commenced? (i.e. Request for Technical Amendment / Licence Review / Change Request)

N/A

Are all outstanding reports and assessments from previous AERs included as an appendix to this AER?

No

List outstanding reports 1. Sewer Integrity Assessment

2. Storm Water Overflow Assessment

Declaration by Irish Water The AER contains the following:

Introduction and background to 2015 AER.

Monitoring Reports Summary.

Operational Reports Summary.

Infrastructural Assessment and Programme of Improvements.

Licence specific reports

Certification and Sign Off

Appendices I certify that the information given in this Annual Environmental Report is truthful, accurate and complete:

Signed: ___________________________ Date: 16/03/2016 Gerry Galvin Chief Technical Advisor

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Section 7. Appendix

Appendix 7.1 - Annual Statement of Measures Appendix 7.2 - Ambient Monitoring Summary

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Appendix 7.1

Annual Statement of Measures No additional measures have been taken in 2015 in relation to prevention of environmental damage. The need for measures to prevent damage will be reviewed on an annual basis.

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Appendix 7.2

Ambient Monitoring Summary

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Entity Name Station NameSample

DateAmmonia(N) BOD

Chemical

Oxygen

Demand

Conductivity

@ 20°C

DO %

Saturation

Ortho-

phosphatepH Temp

Total

Nitrogen

Total

Phosphorus

SHANNON (Upper) U/S Athlone STW 11/08/2015 0.07 1.00 0.07 339.00 105.50 0.01 8.60 1.00 0.01





SHANNON (Upper) U/S Athlone STW 21/01/2015 0.12 1.20 305.00 86.00 0.02 8.04 9.20 1.00








0.10 1.23 19.01 313.54 95.29 0.03 8.21 13.73 1.25 0.03

0.07 1.50 0.04

0.21 2.00 29.50 336.60 104.00 0.08 8.54 18.59 2.68 0.06

0.14 2.60 80%<95%<120% 0.07

Poor Good Good Poor

Mean

Surface Water Regulation 2009 Good Status

95 Percentile

Surface Water Regulation 2009 Good Status

Upstream Status It should also be noted that Irish Water is unable to access the downstream sampling location as prescribed under Schedule B.3 Ambient Monitoring. The lands adjacent to all the sample locations are underwater for at least a period of 6-8 months of the year

Documents

Annual Environmental Report 2015The treatment process includes the following: - Preliminary Treatment (Screening) Secondary Treatment (Extended Aeration with Anoxic Zone) Chemical