River Bride (Blackpool) Certified Drainage Scheme in association with

Appendix 2C Public Information Day No.1 & 2 – Brochure

Environmental Impact Statement

WHAT HAPPENS NEXT? All comments received in response to this Public Information Event will be considered by the OPW and will be taken into account in the preparation of the first stage in the Lower Lee (Cork City) Flood Relief Scheme (Including Blackpool And Ballyvolane) Environmental Impact Assessment and the Engineering Study.

The Environmental Impact Assessment and Engineering Study for the Lower Lee (Cork City) Flood Relief Scheme will be delivered in the following Stages: Environmental Impact Assessment Engineering Study Stage I Part 1 Constraints Study (this stage) Stage I Scheme Development Part 2 Screening for Appropriate Assessment Data Gathering and Surveying Stage II Part 1 Environmental Assessment of Viable Hydrology Study & Hydraulic Modelling Options Site Investigations Part 2 Appropriate Assessment Flood Risk Assessments Stage III Environmental Impact Statement Flood Risk Management Options Stage IV Public Exhibition Cost Benefit Analysis Selection of Preferred Option LOWER LEE (CORK CITY) Flood Risk Management Plan Stage II Public Exhibition Stage III Detailed Design FLOOD RELIEF SCHEME Stage IV Construction YOUR OPPORTUNITY TO TAKE PART (INCLUDING BLACKPOOL The Office of Public Works wishes to consider all viewpoints in relation to the Study Area being examined. This is your opportunity to take part at the early stages of the planning of the Flood Relief Scheme. Time spent communicating your views to the Office of Public Works is appreciated. AND BALLYVOLANE) The general public and all interested parties are invited to give their opinions on the Study Area. Please examine the Study Area shown overleaf and let your views be known by either completing the enclosed questionnaire or writing to the address below, giving your comments. Your opinion will be appreciated and given full consideration. Completed questionnaires may be handed in at the exhibition or posted to the address below using the stamped and addressed envelope provided, by Friday 26th July 2013. PUBLIC CONSULTATION FURTHER INFORMATION All queries, questionnaires and comments in relation to this project can be addressed to: Contact Name: Brian Keville Contact Title: Project Manager McCarthy Keville O’Sullivan Ltd. Tel: +353 (091) 735611 Planning & Environmental Consultants Fax: +353 (091) 771279 JULY 2013 Block 1, G.F.S.C., Moneenageisha Road, Email: [email protected] Galway

Ryan Hanley in association with McCarthy Keville STUDY AREA MAP O’Sullivan has been appointed by the Office of Public Works to carry out an Environmental Assessment of the proposed Lower Lee N (Cork City) Flood Relief Scheme. This is the first public consultation; its objective is to seek initial views from the public in relation to the key issues that the study should address, and highlight points of local importance that may constrain the design of potential flood alleviation measures.

PURPOSE OF THE PROJECT The purpose of the Lower Lee (Cork City) Flood Relief Scheme is to assess and develop a viable, cost- effective and sustainable Flood Relief Scheme to LEGEND: alleviate flooding in Cork Study Area City, based on preferred (For which flood alleviation measures are to be identified) options already identified in Additional Study Area the Lee CFRAM Study. The (Area where works may potentially be carried out to Blackpool and Ballyvolane augment and support flood alleviation measures in the areas on the River Bride study area outlined in Red)

(north) will also be assessed Proposed Natural Heritage Areas, pNHA for flood relief measures as Channel Centreline And Name LEE part of the Flood Relief Scheme.

HAT IS A ONSTRAINTS TUDY POTENTIAL FLOOD ALLEVIATION MEASURES (non exhaustive list) CURRENT POSITION W C S ? Following on from the Lee A Constraints study identifies the key environmental issues in a study area a) Do Nothing (i.e., implement no new flood alleviation measures) CFRAMS and the publication which may be impacted upon by possible flood alleviation measures and/ or b) Non-Structural Measures (e.g. flood warning system or individual property protection) of the draft CFRMP, the next which may impose constraints on the viability and/ or design of these c) Relocation of Properties and/or infrastructure measures. stage is the commencement d) Reconstruction of Properties and/or infrastructure to a higher level of the Lower Lee Flood ENGINEERING STUDY e) Flow Diversion (e.g. river diversion or flood flow bypass channel) Relief Scheme. The first phase of the scheme is the An Engineering Study is being advanced in parallel with the Environmental f) Flow Reduction (e.g. upstream catchment management or flood storage) identification of a study Assessment of the Flood Relief Scheme. g) Flood Containment through Construction of Flood Defences area and the preparation of The range of engineering measures typically considered for possible flood h) Increase Conveyance of Channel (upstream and/or through and/or downstream of the town) a Constraints Study as part alleviation schemes in an Engineering Study include, but are not limited to i) Sediment Deposition and Possible Sediment Traps of the Environmental Impact those listed in the box to the right. Assessment for the scheme. j) Pump storm waters from behind flood defences The Study Areas for the It is not possible at this stage to define the number of scheme options that will k) For Lower Lee specifically, works to facilitate a revised operating regime for Carrigadrohid project are shown on the require study, although a typical Engineering Study of this nature will identify and Inniscarra dams for the purposes of flood risk management map above outlined in red between three and five viable options. and blue.

WHAT HAPPENS NEXT? All comments received in response to this Public Information Event will be considered by the OPW and will be taken into account in progressing to the next stage in the Lower Lee (Cork City) Flood Relief Scheme (Including Blackpool And Ballyvolane) Environmental Impact Assessment and the Engineering Study.

The Environmental Impact Assessment and Engineering Study for the Lower Lee (Cork City) Flood Relief Scheme will be delivered in the following Stages: Environmental Impact Assessment Engineering Study Stage I Part 1 Constraints Study (complete) Stage I Scheme Development (complete) Part 2 Screening for Appropriate Data Gathering and Surveying (complete) Assessment (complete) Hydrology Study & Hydraulic Modelling (complete) Stage II Part 1 Environmental Assessment of Site Investigations (complete) Viable Options (next stage) Part 2 Appropriate Assessment Flood Risk Assessments (complete) (next stage) Flood Risk Management Options (complete) Stage III Environmental Impact Cost Benefit Analysis Statement Selection of Preferred Option LOWER LEE (CORK CITY) Stage IV Public Exhibition Flood Risk Management Plan Stage II Public Exhibition Stage III Detailed Design FLOOD RELIEF SCHEME Stage IV Construction YOUR OPPORTUNITY TO TAKE PART (INCLUDING BLACKPOOL The Office of Public Works wishes to consider all viewpoints in relation to the Emerging Preferred Option being proposed. This is your opportunity to take part and make your view and comments known as the Emerging Preferred Option is developed further and before final preferred options is selected. Time spent communicating your views to the Office of Public Works is appreciated. AND BALLYVOLANE) The general public and all interested parties are invited to give their opinions on the Emerging Preferred Options. Please examine the details of the Emerging Preferred Options shown overleaf, on display at the Public Information Day, and online on the project website (www.lowerleefrs.ie) and let your views be known by either completing the enclosed comment sheet or writing to or emailing the address below, giving your comments. Your opinion will be appreciated and given full consideration. EMERGING PREFERRED OPTIONS Completed comment sheets may be handed in at the exhibition or posted to the address below, by Friday 29th August 2014.

FURTHER INFORMATION PUBLIC CONSULTATION All queries and comments in relation to this project can be addressed to: Contact Name: Brian Keville ULY Contact Title: Project Manager J 2014 McCarthy Keville O’Sullivan Ltd. Tel: +353 (091) 735611 Planning & Environmental Consultants Fax: +353 (091) 771279 Block 1, G.F.S.C., Moneenageisha Road, Email: [email protected] Galway

INTRODUCTION Ryan Hanley in association with McCarthy EXAMPLES OF PROPOSED MEASURES – BEFORE AND AFTER VIEWS Keville O’Sullivan, has been appointed by the Office of Public Works to carry out an Environmental Assessment of the proposed Lower Lee (Cork City) Flood Relief Scheme. The series of measures and options that will make up the proposed flood relief scheme are being developed as part of an Engineering Study being conducted by ARUP and JBA Consulting. This is the second public consultation on the proposed flood relief scheme, and its objective is to inform the public and stakeholders of the progress made since the project commenced, and outline the emerging preferred options for alleviating flooding in the Lower Lee, including Existing view looking south over boardwalk at end of Existing view looking northwest from Lavitt’s Quay Existing view from Cork College of Commerce on Union Blackpool and Ballyvolane. Grand Parade towards Sullivan’s Quay towards Christy Ring Bridge Quay looking north towards pedestrian bridge

PURPOSE OF THE PROJECT The purpose of the Lower Lee (Cork City) Flood Relief Scheme is to assess and develop a viable, cost-effective and sustainable Flood Relief Scheme to alleviate flooding in Cork City, based on preferred options already identified in the Lee CFRAM Study. The Blackpool and Ballyvolane areas on the River Bride (north) are also being assessed for flood relief measures as part of the Flood Relief Scheme. Proposed view of flood defence walls doubling as public Proposed view of new quay defence wall and solid Proposed view of new flood defence walls to be closed seating with “tilt-up” or demountable flood barriers to fill bridge parapet off with flood gates when necessary CONSTRAINTS STUDY UPDATE gaps A Constraints Study, identifying the key environmental issues in a study area that may LOWER LEE - EMERGING PREFERRED OPTION BLACKPOOL - EMERGING PREFERRED OPTION BALLYVOLANE be impacted upon by possible flood alleviation a) Detailed Flood Forecasting System a) Channel Clearance and Maintenance measures and/or which may impose constraints - EMERGING PREFERRED OPTION on the viability and/or design of these b) Flood Warning System (public alerts) b) Direct Defences from Upstream of Northpoint Business Park a) Replacement of Existing Trashscreen to Fitz’s Boreen measures has also now been finalised, and is c) Further Optimised Dam Operating Procedures b) Management of Residual Overland available on the project website d) Creation of Upstream Washlands c) Replacement of some Bridges at Dulux and Fitz’s Boreen Flood Risk (www.lowerleefrs.ie). e) Local Conveyance Improvements and Direct d) Sedimentation Area at Dulux i. Re-grading of Ballyhooley Defences at Inniscarra Bridge e) Flood Defence Walls at Orchard Court Road in vicinity of Mervue Lawn ii. Re-grading of access road into EMERGING PREFERRED OPTIONS f) Local Defences at Inchagaggin f) Removal of Pedestrian Bridge & Replacement of Road g) Flow Reduction Structure on South Channel Bridge at Orchard Court Mervue Lawn An ongoing project Engineering Study being h) Direct Defences on Curaheen, Glasheen, North & g) Replacement/Upgrading of Culvert between Orchard Court iii. Removal of boundary wall to advanced in parallel with the Environmental South Channels & Blackpool Church northeast of Kempton Park Assessment of the Flood Relief Scheme, has i) Flood Gates (at some footbridges and h) Infilling of Open Channel Section at Blackpool Church iv. Re-grading of Kempton Park now identified Emerging Preferred Options for boardwalk locations) i) Cleaning & Sealing of Culvert Downstream of B’pool Church v. Creation of new swale to east of the Lower Lee, Blackpool and Ballyvolane. The j) Possible Raising of Vincent’s Pedestrian Bridge & j) Realignment of Bride/Glin/Kiln Culvert at Madden’s Leeds Park and Park Court Options are listed in the boxes to the right, for Cornmarker Street Footbridge Buildings vi. Replacement of manhole covers each section of the study area. k) Localised Surface Water Pumps k) Localised Surface Water Pumps with slotted gratings River Bride (Blackpool) Certified Drainage Scheme in association with

Appendix 2D Public Information Day No.1 & 2 – Qustionnaire

Environmental Impact Statement

Landscape & Visual Amenity Comment: LOWER LEE (CORK CITY) FLOOD RELIEF SCHEME (INCLUDING BLACKPOOL AND BALLYVOLANE) PUBLIC CONSULTATION NO.1 - CONSTRAINTS STUDY QUESTIONNAIRE

(Please complete this questionnaire and return to Brian Keville, McCarthy Keville O’Sullivan, Block 1 GFSC, Moneenageisha Road, Galway or [email protected] by Friday 26th July 2013) Angling, Tourism & Recreation 1. Name (optional): Comment: Address:

Phone (optional): Email (optional):

Other 2. Are you aware of the Lee Catchment Flood Risk Assessment and Management Study, CFRAMS and its findings or recommendations? Yes  No  Comment: 3. Do you own, rent or occupy a property within the study area being considered? Yes  No 

4. Address of property (if different from home address)

5. Have you had any personal experience of flooding? Yes  No 

6. If yes, please give date(s): Most recent ______Previous ______Previous ______7. Type of property flooded: Residential  Retail  Office  Workshop  Open Space  Other 

If other, please describe: ______8. Approximate maximum depth of flooding: The Office of Public Works (OPW) undertakes to hold any information provided to it by individuals or others on a confidential basis, subject to the OPW’s obligations under law, including the Freedom of 9. Source of Flooding: Directly from River/ Stream  Information Act. If, for any reason, it is intended that information provided to the OPW should not be From Drains  disclosed due to the sensitive nature of such information, it is incumbent on the person or body supplying the Overground flow (surface water)  information to make clear this wish and to specify the reasons for the information’s sensitivity. The OPW will consult with any individual or body so supplying sensitive information before making a decision on any 10. Do you have photographs of flooding? Yes  No  freedom of information request received. 11. If you do, may the OPW have permission to use them? Yes  No  THANK YOU FOR YOUR CO-OPERATION Note: Photographs will be collected at a later date 12. Have you put in place measures to prevent or reduce the impact of flooding? Yes  No 

If so, please describe: If you have any comments relating to the proposed scheme or the constraints, please record them here:

Flora and Fauna Comment:

13. Please indicate, in order of preference, your preferred flood defence works: (please score from 1-11 as appropriate)

Non-Structural Measures (e.g. flood warning Local Fisheries No Works (Do Nothing) system or individual property protection) Reconstruction of Properties and/or Comment: Relocation of Properties and/or infrastructure infrastructure to a higher level For Lower Lee specifically, Works to Flow Diversion (e.g. river diversion or flood flow facilitate a revised operating regime for

bypass channel) Carrigadrohid and Inniscarra dams for the purposes of flood risk management Increase Conveyance of Channel (upstream Flood Containment through Construction of Flood and/or through and/or downstream of the Defences town) Sediment Deposition and Possible Sediment Pump storm waters from behind flood Habitats

Traps defences Flow Reduction (e.g. upstream catchment Comment:

management or flood storage)

14. How do you think the issue of flooding can be resolved?

Water Quality

Comment:

15. In your opinion, how important are the following environmental constraints to the proposed Flood Relief Scheme for Cork City? (please tick appropriate boxes)

Issue Very Important Moderately Of Little Unimportant Important Important Importance Flora and Fauna      Architectural & Cultural Heritage Local Fisheries      Comment: Habitats     

Water Quality     

Architectural and Cultural Heritage     

Landscape and Visual Amenity     

Angling, Tourism & Recreation     

LOWER LEE (CORK CITY) FLOOD RELIEF SCHEME (INCLUDING BLACKPOOL AND BALLYVOLANE) PUBLIC CONSULTATION NO.2 – EMERGING OPTIONS COMMENT SHEET

(Please complete this comment form and return to Brian Keville, McCarthy Keville O’ Sullivan, Block 1 GFSC, Moneenageisha Road, Galway or [email protected] by Friday 29th August 2014).

Name (optional): Address:

Phone (optional): Email (optional):

Questions:

1. Did you attend the first Public Information Day held on 19th July 2013? 2. How did you hear about today’s Public Information Day? ______3. What part of the study area have you a particular interest in? ______4. Have you any personal experience of flooding?

5. If yes, please give date(s):

6. Type of property flooded:

If other, please describe:

Having reviewed the details of the emerging preferred options, we would appreciate your comments:

Are there any other flood alleviation options or measures you would suggest should be considered?

Further comment can be made through the project website at www.lowerleefrs.ie. All information on display will be available on the website. Alternatively please send further comments by email or post to Brian Keville, McCarthy Keville O’ Sullivan, Block 1 GFSC, Moneenageisha Road, Galway or [email protected].

River Bride (Blackpool) Certified Drainage Scheme in association with

Appendix 2E Public Information Day No.1 & 2 – Exhibition Posters

Environmental Impact Statement Lower Lee (Cork City) Flood Relief Scheme (Including Blackpool and Ballyvolane)

STUDY AREA MAP

N

LEGEND:

Study Area (for which flood alleviation measures are to be identified)

Additional Environmental Study Area (assessment area of environmental affects from proposed flood alleviation measures)

Proposed Natural Heritage Areas, pNHA Channel Centreline And Name LEE Archaeological Features

Lower Lee (Cork City) Flood Relief Scheme (Including Blackpool and Ballyvolane)

Constraints Study

A Constraints Study is currently being undertaken by the project Environmental Consultants. The purpose of the Constraints Study is to determine and document the constraints that may inform the selection and design of the proposed Flood Alleviation Measures.

Primary Constraints

A range of constraints are being considered under the following categories:

• Flora and Fauna • Fisheries • Habitats • Water Quality • Archaeological, Architectural and Cultural Heritage • Landscape and Visual Amenity • Angling, Tourism and Recreational Use • Flood Related Socio-Economic and Social Issues

Lower Lee (Cork City) Flood Relief Scheme (Including Blackpool and Ballyvolane)

Public Involvement

Consultation will be undertaken throughout the process to ensure that the views of the public and other stakeholders are taken into account.

The purpose of this initial Information Gathering Day is to:

• Provide information about the Objectives of the Scheme • Outline the Design and Statutory Process • Provide an Opportunity for Comment at a preliminary stage • Gather information about Environmental Constraints • Obtain other information relevant to the Scheme

Following this initial public consultation, there will be further opportunities for involvement through attendance at future information days, when updates on the scheme progress will be presented. A questionnaire is available for you to complete and return with your own comments.

Members of the project teams are present today to answer any questions you have, or take note of any relevant information.

Lower Lee (Cork City) Flood Relief Scheme (Including Blackpool and Ballyvolane)

Scheme Objectives & Overview

The Office of Public Works, OPW have carried out a Catchment Flood Risk Assessment and Management (CFRAM) Study for the Lee Catchment. From this study, the draft Catchment Flood Risk Management Plan, published in February 2010, set out a range of potential flood risk management options for particular areas within the catchment including the Lower Lee (Cork City).

The OPW has now commissioned Engineering and Environmental Studies to assess and develop a viable, cost-effective and sustainable Flood Relief Scheme, based on the preferred option from the Lee CFRAM Study. A report will be prepared describing the findings of the Engineering Study, which will include a description of the measures and scheme options assessed and the justification for its selection.

The Project Team includes a Design Team made up of consulting engineers, the OPW, Cork City Council and Cork County Council in addition to the Environmental Team. A study area has been identified and the initial stages of the Lower Lee flood relief scheme have commenced, including Constraints Study and Preliminary Design Surveys. An Indicative Flow chart showing the process from inception through to construction for a flood relief scheme is shown on the figure below:

Draft CFRMP Lower Lee FRS Published Feb 2010 Commenced May 2013

CFRAM Study – Preliminary Public Flood Risk Detailed Flood Risk Prioritisation Development Exhibition/ Construction Assessment and Design Assessment of Schemes of Schemes Planning Management Study

Develop an economically, socially and Development of schemes either Construction of flood risk environmentally appropriate long-term on a catchment basis or local management scheme following strategy (a Flood Risk Management basis to public exhibition stage public exhibition and detailed Plan) for managing the risk design

Lower Lee (Cork City) Flood Relief Scheme (Including Blackpool and Ballyvolane)

Formal Public Exhibition Process Once a preferred Flood Relief Scheme has been determined and an outline design completed, the OPW will formally publicly exhibit the proposed scheme in accordance with the Arterial Drainage Acts. This statutory process includes a four week Public Exhibition, during which the plans and particulars of the proposed scheme will be put on Public Display. Representatives of the Project Team will attend the Public Exhibition on various dates to explain the scheme to members of the public and to address queries. Copies of the EIS for the scheme will be available to the public during this time. Members of the public will be invited to submit written observations

which will be considered and responded to. An Exhibition Report, including all observations received will be sent to the Minister for Public Expenditure and Reform before formal approval of the Scheme.

Lower Lee (Cork City) Flood Relief Scheme

Lower Lee (Cork City) Flood Relief Scheme (Including Blackpool & Ballyvolane) CFRMP Process The Office of Public Works has employed consulting engineering companies to undertake an Engineering Study of the Flood Risk Assessment flooding problems along the Lower Lee downstream of Inniscarra reservoir to Cork City and on the River Bride in the Blackpool and Ballyvolane areas in Cork.

The chart below shows how the Lower Lee (Cork City) Flood Relief Scheme follows on from the Lee CFRAMS and details Setting FRM Objectives the interaction between the Environmental Study Stages and the Engineering Study Stages for the Scheme.

Lower Lee (Cork City) Flood Relief Scheme Process Screening and Identification of Option

The Draft CFRMP sets Environmental Study Stages out a range of potential Multi-Criteria Option Assessment Engineering Study Stages flood risk management options for particular Stage 1

areas within the Lee Public Consultation & Constraints Identification of Preferred FRM Options catchment including the Study Stage 1 Lower Lee (Cork City). Hydrology & Hydraulic Modelling

Draft CFRMP Stage 2

Assessment of Options & Environmental Stage 2 Consultation Impacts of Flood Relief Scheme Options, Public Consultation on Emerging Design of Feasible Flood Relief Preferred Option Scheme Options, Cost Benefit Analysis, MCA – Preferred Options

Final CFRMP

Stage 3

Preparation of EIS & Habitats Stage 3 CFRMP Implementation Directive Appropriate Assessment for Preferred Options Detailed Flood Maps Final Engineering Report

Lee Catchment Flood Risk Assessment and Management Study (Lee CFRAMS) Stage 4 Catchment Flood Risk Assessment and Management Studies (CFRAMS) and their product - Catchment Flood Risk Management Plans (CFRMP) - are at the core of this new national policy for Public Exhibition of Proposed Scheme flood risk management and the strategy for its implementation.

The Lee CFRAM Study was the first pilot CFRAM Study for the new Flood Risk Assessment and Stage 5 Management Programme . The CFRMP Process chart above shows how the range of potential Detailed Design & flood risk management options identified in the draft CFRMP (for the Lower Lee) progress to the Statutory confirmation of scheme Lower Lee (Cork City) Flood Relief Scheme as part of the overall Lee CFRAMS.

Stage 6 Construction

Lower Lee (Cork City) Flood Relief Scheme

History of Flooding in Cork City The Irish Times - Saturday, November 18, 1916 - Page 5

(Previously the Cork Examiner) Friday Evening November 4 1853 “The Late Dreadful Flood”

Courtesy The Irish Times Courtesy Irish Examiner

Lower Lee (Cork City) Flood Relief Scheme (Including Blackpool and Ballyvolane)

Scheme Objectives & Overview

• The Office of Public Works (OPW) has carried out a Catchment Flood Risk Assessment and Management (CFRAM) Study for the Lee Catchment. From this study, the Draft Catchment Flood Risk Management Plan, published in February 2010, set out a range of potential flood risk management options for particular areas within the catchment including the Lower Lee (Cork City). • The OPW has now commissioned Engineering and Environmental Studies to assess and develop a viable, cost-effective and sustainable Flood Relief Scheme, building on the preferred option from the Lee CFRAM Study. • The Project Team includes a Steering Group made up of the OPW, Cork City Council and Cork County Council, the ESB in addition to the engineering and environmental consultants. • A broad study area was initially identified. The project has since progressed through a constraints study, hydrological and hydraulic analysis, preliminary geotechnical investigations and is currently at the options assessment stage. • The process of identifying the preferred scheme includes a detailed assessment of a range of flood risk management measures to determine their technical, economic, social and environmental viability.

An Indicative Flow chart showing the process from inception through to construction for a flood relief scheme is shown to the right: Public Consultation

Public Information Day No.1 What has happened since? Public Information Day What happens next? And then? th Constraints Study No.2 Public Exhibition 17 July 2013 Scheme Review Scheme Refinement Hydrology and Hydraulic Modelling 29 th July 2014 Four week exhibition Purpose of project set out Production of Scheme Documentation Detailed Design Assessment of Viable Options (Dates yet to be announced) Constraints study explained Progress update Appropriate Assessment Detailed Geotechnical Investigations Preliminary Geotechnical Investigations A third chance to have your views heard Overview of potential outcomes A chance to have your views heard on Environmental Impact Assessment Confirmation of Scheme provided Emerging Preferred Options the emerging preferred options Your views were sought

Your views taken on board Constraints Study

• The Constraints Study for the scheme was completed following the initial public consultation, taking into account your views. • The purpose of a Constraints Study is to identify the key environmental issues in a study area which might be impacted by possible flood alleviation measures and/ or which may impose constraints on the viability and/ or design of these measures. • The design constraints identified include the requirement to maintain traffic and pedestrian links across the River Lee in addition to local amenity and angling areas, minimise disruption to residents and businesses, protect the various landscape types in the study area and also protect archaeological, architectural and cultural heritage sites. Ecological constraints include the importance of the River Lee and banks as a habitat. Other constraints include the protection of water quality and material assets in the study area. • A copy of the full Constraints Study Report is available to download from the project website www.lowerleefrs.ie . Option Development

Flood Risk Management Options Considered at Options Brought Forward Emerging Preferred Preliminary Assessment for Detailed Assessment Options

• Do Nothing • Flood defences • Non-Structural Measures (e.g. flood warning system or individual property • Flood forecasting system River Lee protection) • Channel widening • Relocation of Properties and/or infrastructure • Bridge modifications/ Removal of (Inishcarra to Cork City) • Reconstruction of Properties and/or infrastructure to a higher level obstructions from channel • In-channel flow regulation • Flow Diversion (e.g. river diversion or flood flow bypass channel) • Modified operation of Inishcarra • Flow Reduction (e.g. upstream catchment management or flood storage) Dam Blackpool • Flood Containment through construction of Flood Defences • Upstream flood storage/ washlands • Increase Conveyance of Channel (upstream and/ or through and/or • Local conveyance improvements downstream of the town) • Flood early warning system Ballyvolane

Options assessed using Technical, Social, Environmental & Economic Criteria Formal Public Exhibition Process

• Once a preferred Flood Relief Scheme has been determined and an outline design completed, the OPW will seek consent for the proposed scheme in accordance with the provisions of the Arterial Drainage Act. • This statutory process includes a four week Public Exhibition, during which the plans and particulars of the proposed scheme will be put on Public Display. • Representatives of the Project Team will attend the Public Exhibition on various dates to explain the scheme to members of the public and to address queries. • Copies of the EIS for the scheme will be available for sale to the public during this time. • Members of the public will be invited to submit written observations which will be considered and responded to. • An Exhibition Report, including all observations received will be sent to the Minister for Public Expenditure and Reform before formal approval of the Scheme. River Bride (Blackpool) Certified Drainage Scheme in association with

Appendix 2F Scoping Document Distribution List

Environmental Impact Statement Name Surname Position/section Body 1An Comhairle Ealaion (The Arts Council) 2An Taisce ‐ The National Trust for Ireland 3 Bat Conservation Ireland 4 General Manager Birdwatch Ireland 5 Tadhg O'Leary Blackpool Flood Action Group 6 Noreen Lynch Blackpool Historical Society 7 Tim O'Brien Chairperson Blackpool Traders Association 8 Coillte Teoranta 9 Cork Business Association 10 Cork Chamber of Commerce Environment 11 Section Cork City Council 12 Planning Section Cork City Council Water Services 13 Section Cork City Council 48 John Sheehan Cork City Council Kenneth 49 Noel O'Flynn Cork City Council 50 Lil O'Donnell Cork City Council 51 Mick Barry Cork City Council 52 Thomas Gould Cork City Council 14 Tim Lucey County Manager Cork County Council

15 Declan Daly Divisional Manager Cork County Council Director of 16 Maurice Manning Services Cork County Council 17 David Keane County Engineer Cork County Council Communications 18 Tom O'Sullivan Officer Cork County Council 19 Cork Historical & Archaeological Society 20 The Manager Department of Arts, Heritage & the Gaeltacht 21 Department of Agriculture, Food & the Marine Department of Communications, Energy & Natural 22 Resources 23 Department of Jobs, Enterprise & Innovation Department of the Environment, Community & Local 24 Government 25 Eircom 26 Environmental Protection Agency (EPA) 27 ESB Networks Ltd. 28 Failte Ireland Forest Service (Dept of Agriculture, Fisheries & The 29 Mark Twomey Marine) 30 Gas Networks Ireland 31 Geological Survey of Ireland 32 Health & Safety Authority Archaeology 33 Section Heritage Unit, Cork County Council 34 HSE Southern Regional Health Forum Senior Fisheries Environmental 35 Michael McPartland Officer Inland Fisheries Ireland 36 Irish Farmers Association (Cork Region) Regional Operations 37 Katherine Walshe Manager Irish Water 38 Brian Sharkey Irish Water 39 National Monuments Service 40 National Museum of Ireland 41 National Roads Authority 42 Office of Public Works 43 Port of Cork 44 South West Regional Authority 45 Southern River Basin District Office 46 The Heritage Council 47 Waterways Ireland River Bride (Blackpool) Certified Drainage Scheme in association with

Appendix 2G Scoping Document & Cover Letter

Environmental Impact Statement

Consultee Name Address

30th September 2015 Our Ref: 121004a

Re: River Bride (Blackpool) Drainage Scheme – EIA Scoping

A Chara,

Ryan Hanley, in association with McCarthy Keville O’Sullivan, have been appointed by the Office of Public Works to carry out an Environmental Impact Assessment of the proposed River Bride (Blackpool) Drainage Scheme. Following the initial Public Consultation and Information Gathering Event, more detailed surveys and modelling of the River Bride and Blackpool area have been completed and a Constraints Study identifying key environmental issues was prepared. This information was subsequently used to identify and analyse a number of drainage options as part of the proposed Scheme and a preferred option has been identified and preliminary public consultation on the scheme has been undertaken.

The design of the preferred drainage option is being constraints-led, with a view to minimising environmental impacts, and has been informed by the constraints study and public consultation to date. As part of the EIA process, the project team would appreciate any comments that you might have in relation to the proposed drainage scheme. In order to facilitate this, a scoping pack providing details of the proposed scheme is enclosed with this letter. If you require more details or have any queries, please contact us. Comments can be issued by return to:

By Post to: John Staunton, McCarthy Keville O’Sullivan Ltd. Block 1, GFSC, Moneenageisha Road, Galway or by email to: [email protected]

A final public consultation event will take place in November, following preparation of the Environmental Impact Statement for the scheme, where the public will be given a further opportunity to make observations.

We would appreciate that you would forward this documentation to the most appropriate person within your organisation, if it has been issued to you in error.

Yours sincerely,

______John Staunton BSc PhD, McCarthy Keville O’Sullivan Ltd.

Correspondence:

McCarthy Keville O'Sullivan Ltd. Tel: (091) 735611 Corina Colleran Planning & Environmental Consultants Fax: (091) 771279 Email: [email protected] Block 1, G.F.S.C. Moneenageisha Road, Jonathan Reid Galway Email: [email protected] Blackpool (Cork City) Flood Relief Project Office of Public Works

River Bride (Blackpool) Drainage Scheme EIA Scoping Document

Blackpool (Cork City) Flood Relief Project Office of Public Works

Table of Contents

1. Introduction and Background ...... 1 1.1. Overview ...... 1 1.2. Location & Study Area ...... 1 1.3. Brief Flood History ...... 2 1.4. Blackpool (Cork City) Flood Relief Scheme...... 3 2. Preferred Flood Relief Option – Flood Defences ...... 4 2.1. Channel Maintenance ...... 4 2.2. Flood Defences ...... 4 2.3. Feature Descriptions ...... 5 Appendix 1 – ...... 7 Appendix 2 – ...... 8

Blackpool (Cork City) Flood Relief Project Office of Public Works

1. Introduction and Background

1.1. Overview

The Office of Public Works (OPW) is progressing a proposed flood relief project for the Blackpool area of Cork City.

To-date, the project has been advanced as part of a larger Lower Lee (Cork City) Flood Relief Scheme. However, the River Bride (Blackpool) Drainage Scheme will now be progressed independently of the remainder of the Lower Lee scheme.

This project is a follow on project from the Lee Catchment Risk Assessment and Management Study (CFRAMS). The project will assess and develop a viable, cost- effective and sustainable Flood Relief Scheme to alleviate flooding in the Blackpool area on the River Bride (north) of Cork City, based on preferred options already identified in the Lee CFRAM Study.

Ryan Hanley in association with McCarthy Keville O’Sullivan has been appointed by the Office of Public Works as the Project Environmental Team to carry out an Environmental Impact Assessment of the proposed River Bride (Blackpool) Drainage Scheme.

ARUP and JBA Consulting have been appointed by the Office of Public Works as the Project Engineering Team to provide engineering services and develop the detailed proposals for the proposed River Bride (Blackpool) Drainage Scheme.

1.2. Location & Study Area

The study area for the Blackpool Flood Relief Project encompasses three major watercourses: the Bride (North), the Glenamought and the Glen. The total catchment area upstream of Blackpool Village is 41.7 km2.

The Bride (North) rises in the townland of Ballycannon, near Healy's Bridge, before flowing in an easterly direction towards Cork City. The Glenamought River rises in Whitechurch and flows in a southerly direction before making an abrupt right-turn in the townland of Ballincrokig. The Bride (North) and the Glenamought meet each other in a culverted system at the North Point Business Park on the N20. The Glen River flows in a westerly direction from Mayfield, through the Glen River Park, before entering a culvert under Spring Lane. It then merges with the Bride (North) in a large culvert junction under Madden's Buildings, 100m downstream of Blackpool Church. Downstream of the confluence of the Bride (North) and the Glen, the watercourse has traditionally been known as the Kiln River. The Kiln River then discharges to the River Lee at Christy Ring Bridge.

The culverted system in Blackpool has been incrementally constructed since the early the 1980s as part of the Glen-Bride-Kiln River Improvement Scheme which was commissioned by Cork Corporation in 1981. The topography of the entire catchment varies between 188mOD at Whitechurch and 25mOD in the Blackpool river valley.

March 2014 Blackpool (Cork City) Flood Relief Project Office of Public Works

Figure 1-1 below shows the contributing rivers and catchments draining to Blackpool village that are within the study area for the River Bride (Blackpool) Drainage Scheme.

Figure 1-1 Study area catchment and rivers

1.3. Brief Flood History

There has been an extensive history of flooding in the Blackpool area of Cork City in recent years. Prior to the early 2000s, the primary source of flood risk came from the Glen River. However, in recent years this risk has transferred over to the Bride River. Figure 1-2 below summarises the flood history and illustrates the transition of risk between both watercourses.

Figure 1-2 Timeline and source of recent flood events in Blackpool

March 2014 Blackpool (Cork City) Flood Relief Project Office of Public Works

1.4. Blackpool (Cork City) Flood Relief Scheme

The project has been progressed to-date by the Project Engineering and Environmental teams as follows:

 Review of published literature and site surveys;  A Public Information Day (17th July 2013) attended by OPW, Cork City Council, Cork County Council and the Engineering and Environmental Teams;  Preparation of a Constraints Study by the Environmental Team to inform Options Report, in advance of second Public Information Day  A second Public Information Day (29th July 2014) attended by OPW, Cork City Council, Cork County Council and the Engineering and Environmental Teams;  Preparation of an Options Report to assess all of the possible flood relief options that could be implemented in the study area and to outline the procedure for how the preferred option was developed and selected.

A number of options were considered under their technical, social, environmental and economic viability. On the basis of the preliminary assessment, five options were shortlisted for further consideration. These included those outlined in Table 1.1 below:

Table 1.1 Options Shortlisted for Detailed Consideration Option Brief Description 1 ‘Do-Minimum’. 2 Ballincrokig flood storage, combined with conveyance improvements and direct defences in Common’s Road/Blackpool 3 Conveyance improvements and direct defences (with high walls in Orchard Court). 4 Conveyance improvements and direct defences (with culvert through Orchard Court). 5 Conveyance improvements & direct defences (culvert replacement from Orchard Court to Madden’s Building).

The process for the selection of the preferred flood relief option is outlined below:

 An initial screening of a long list of possible flood risk management measures against a predetermined set of criteria, was carried out in order to determine their viability;  A technical assessment of the viable flood risk management measures was undertaken;  Potential flood relief options were developed using combinations of those flood risk management measures which were determined to be technically viable;  These flood relief options were then subjected to economic, environmental, and multicriteria assessments, allowing preferred flood relief options to be selected.

March 2014 Blackpool (Cork City) Flood Relief Project Office of Public Works

Option 4 – Conveyance improvements and direct defences, with a culvert through Orchard Court, has been chosen as the preferred option following consideration of the Flood Risk Management Strategy Options. The Environmental Impacts associated with this option are currently being assessed.

The following sections of this report provides further information on the preferred option to statutory and non-statutory consultees as part of the EIA Scoping process.

2. Preferred Flood Relief Option – Flood Defences

The preferred flood relief option will require a combination of flood defence measures at specific locations and a rigorous and organised channel maintenance programme throughout the reach of the catchment.

2.1. Channel Maintenance

A rigorous and organised channel maintenance programme throughout the catchment’s reach. The channel maintenance programme will include The Bride River from its confluence with the Glenamought River, down along the Kiln reach to its outfall into the River Lee, (approximately 3,470m). The maintenance programme also includes the predominantly culverted Brewery Branch reach of the Kiln River (approximately 825m). The channel maintenance programme will pay particular attention to locations where debris is likely to accumulate, such as at structures, sharp bends, culvert inlets etc.

2.2. Flood Defences

The flood defence works proposed as part of the preferred flood relief option include:

 Replacement of existing masonry bridges with new reinforced concrete bridges  Replacement of existing pipe culverts with new reinforced concrete bridges  Replacement of existing masonry arch bridges with new reinforced culvert  Local repair/reconstruction of parapet walls  Works to existing bridge parapets  Flood embankments  Flood defence walls  Removal of sluice structure  Provision of sedimentation trap  Installation of trashscreen  New culverted river section  Removal of existing bridge and reinstatement of access over new culvert  Replacement of existing culvert inlet  Reconstruction of existing culvert junction to minimise head losses

The locations and extents of the proposed flood defence measures are outlined drawings attached as Appendix 1 to this Scoping Report. The proposals shown are indicative and subject to change associated with environmental assessment and detailed design and assessment.

March 2014 Blackpool (Cork City) Flood Relief Project Office of Public Works

2.3. Feature Descriptions

The design drawings in Appendix 1 contain brief descriptions of all of the proposed features along the river channel. To undertake the proposed works on site, some access will be required to adjacent lands, the extent of which can be seen in Appendix 2. The locations of each of the proposed works features are marked on the relevant drawing with a code, with the adjacent table providing a description for each code.

In the case of the sediment trap and winter channel features, the following text provides additional information.

Sediment Trap

It is proposed to construct a sediment trap at the upstream end of the Sunbeam Industrial estate. The purpose of the sediment trap is to capture fluvial sediments (primarily small cobble sized material), to help minimise the risk of large sediments settling in the Blackpool culvert system, which would reduce hydraulic capacity.

A sediment trap is an online pond which increases local width and depth of the channel and reduces flow velocity. This promotes the settlement of suspended solids, and the deposition of coarser bedload. Sediment traps require regular maintenance to remove sediment and will no longer function when full.

On this basis, the sediment trap would be sized within the region of approximately 15m wide x 30m long. It will most likely be constructed of reinforced concrete or sheet pile walls and a concrete floor. It will be constructed by excavating an area of the existing channel to make it wider and deeper. The inlet and outlet structures will have the same invert level and approximate dimensions as the existing channel in those locations, to minimise impact on upstream and downstream water levels. The bed level of the basin will be approximately 1.5m below the existing bed level. The exact dimensions and profile of the trap will need to be confirmed after detailed hydraulic analysis.

The sediment trap will also incorporate a ramp along the left bank to allow access for a JCB/excavator to remove accumulated sediment.

Winter Channel

A series of sharp bends in the Bride channel contribute to elevated flood levels along the Commons Road. This is because the water velocity is abruptly slowed at each of these bends. It is proposed to introduce a ‘winter channel’ to the existing channel to help with high flows by cutting a secondary flow route into the existing bank. In normal flow conditions, the river would be confined to the 'low-flow' or 'summer channel', however during periods of high flow the winter channel would provide additional capacity.

The winter channel will consist of an excavation of the right bank (looking downstream). The left bank will be undisturbed. The width of the cut will vary from 0m at the upstream/downstream ends, to maximum 7-10m at the apex of the river bend. The formation level of the cut will be at approximately 1.2m above the channel invert (approx. 18.7mOD). This will leave the existing low flow channel

March 2014 Blackpool (Cork City) Flood Relief Project Office of Public Works

substantially undisturbed apart from cutting back vegetation. The total length of the cutting will be approximately 50m on plan, measured along the bank line.

The slope of the new cutting will match the existing bank slope. The surface of the new cut slope will be covered with a biodegradable membrane, which will protect the exposed soil from erosion while vegetation is re-established over a number of months following the works.

March 2014 River Bride (Blackpool) Certified Drainage Scheme in association with

Appendix 3A Project Design Drawings

Environmental Impact Statement River Bride (Blackpool) Certified Drainage Scheme Issued for Exhibition November 2015

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Drg. No. RB_101 Cover Sheet River Bride (Blackpool) Certified Drainage Scheme Issued for Exhibition November 2015

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Drawing Number Drawing Name Drawing Number Drawing Name Series 1 Series 3 RB_101 Cover Sheet RB_301 Proposed Flood Defences - Sections (Sheet 1 of 4) RB_102 Index Sheet RB_302 Proposed Flood Defences - Sections (Sheet 2 of 4) RB_103 Channel Codes Drawing RB_303 Proposed Flood Defences - Sections (Sheet 3 of 4) RB_104 Existing Flood Extents and Proposed Flood Benefit Area (Sheet 1 of 2) RB_304 Proposed Flood Defences - Sections (Sheet 4 of 4) RB_105 Existing Flood Extents and Proposed Flood Benefit Area (Sheet 2 of 2) RB_106 Proposed Flood Defence - Restrictions Series 4 Series 2 RB_401 Proposed Flood Defence Works Finishes (Sheet 1 of 1) RB_201 Proposed Flood Defences - Plan Layout (Sheet 1 of 10) RB_202 Proposed Flood Defences - Plan Layout (Sheet 2 of 10) Series 5 RB_203 Proposed Flood Defences - Plan Layout (Sheet 3 of 10) RB_501 Proposed Access Routes and Works Area (Sheet 1 of 2) RB_204 Proposed Flood Defences - Plan Layout (Sheet 4 of 10) RB_502 Proposed Access Routes and Works Area (Sheet 2 of 2) RB_205 Proposed Flood Defences - Plan Layout (Sheet 5 of 10) RB_206 Proposed Flood Defences - Plan Layout (Sheet 6 of 10) RB_207 Proposed Flood Defences - Plan Layout (Sheet 7 of 10) RB_208 Proposed Flood Defences - Plan Layout (Sheet 8 of 10) RB_209 Proposed Flood Defences - Plan Layout (Sheet 9 of 10) RB_210 Proposed Flood Defences - Plan Layout (Sheet 10 of 10)

Ove Arup & Partners Ireland Ltd., 24 Grove Island, Cork City Council, Cork County Council Headquarters, 51 St. Stephen's Green, 15 Oliver Plunkett Street, Corbally, City Hall, Anglesea Street, County Hall, Dublin 2, Cork, Co Limerick, Cork, Ireland. Carrigrohane Road, Ireland. Ireland. Ireland. Cork, Ireland.

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Drg. No. RB_102 Index Sheet River Bride (Blackpool) Certified Drainage Scheme Issued for Exhibition November 2015

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29 RD LS 7 BELGRAVE 10 LS 33 LS 9 6 LS 11 55.4 22 11.8 21.4 UPPER LS OLD LS B M 24.10 LS 9 8 53 Flats 5 LS 1 Ward Bdy ANTHONY'SLS LB Mh 9A H 1 Bakery LS 5 Mh LS 20 51 54 MARKET FRIARY 44-45 1 11 Ward Bdy Ball Alley 6 3 39 LS LS 52 LS 1 H ST 5 28 H Mhs Tank 79 19 Mh 1 41 LS LS PLACE 4 23.4 3 1 JOHN Mhs 30 LS 1 LS 32 27 Mhs 9 24.6 CATTLE H 68 WELL Rocksteps 3 LS Buckley's 4 LS 5 31 LS 10 89 60.2 LS 396 18 LS 10 Mh 17 4.3 106 104 11 LS 26 LS 24.6 BAKERS 128 2 12 9 1 13 51 REDMOND Mh H School OLD 3A LS LS LS Mhs LS LS 86 62-63 1 387 77 Mhs 2 58.2 STREET Mh 11 LS 84 4 12 1 LS LSLS LS LS 4 LS 385 22 8.0 Mh 55 LS LS LS 21 Mh 70 STREET LS LANE 7 1 Hotel LS 57 B M Terrace 17.5 Mh HARDWICK 11 AVENUE LS Chy B M STREET 54 12A Ward Bdy MARKET LS 57.57 LS 1 LS 20.9 LS BROGUEMAKERS HILL 20.5 6 STREET B M 12.69 Mh Mh LB 20.5 LS 21.80 12.1 School 8 BLARNEY DOMINICK ST. Mh Mh 1 24 LS 1 5 5 17 41 Mh 16 86.5 Maymount LS LS 2 10 Ward Bdy 14 8 377 1 1 9 3 H Mhs MOUNT 8 14 1 LS LS 16 4 LS STREET 139 67 4 LS 11 5 4 B M 20.75 NEBO 77 BM 29.42 LS Mh 9 3 LS 3 56.2 LS 44-49 LS 4 57 Mh 12.1 Mhs 6 374 1 LS Mhs 121 69 LS BOYCE'S 6 16 LS Mh 12A 1 Tank College ROAD 119 LS LS 22.0 3 Mh LB School 19.7 5 6 1 Ward Bdy 12 18.8 LS Mh 39 14 LS ROAD Telephone LS 14.8 Mh 19 Mh 105 103 32 22 LS 4.4 33 H Exchange ST Mh 5 22 19 369 22 4 23A ST H LS LS 20.4 76 LS 21 Church LS 5 15 LS LS Hospital Mh Mh PATRICK'S WELLINGTON LS 85 83 Barrett's LS 38-43 LS 1 LS LS 15 Mh 17.7 Mh 20.2 14 LS 365 6 16A PLACE Mh 1 25 LS ST 24 LS 1 LS 7 3 Mh 6 65 5 4.0 B M 16.61 Ward Bdy H 15 8 LS 23 Mh Mh 12 360 LS 1 2 SHANDON 3.0 18 LS H 358 LS 4-5 2 TERRACE 31 Flats 23.0 FERRY LANE DEVONSHIRE 16 LS LS Ward Bdy 4.4 LS Mh 3.1 35 15 BBM M20.07 20.07 47 LS 356 10 72-73 7.9 14.6 6 52.1 LS 32-37 LS 9 23 353 Bank 14 LS 21 H 3 LS LS 27.7 3 70 1 STREET Mh 22 352 LS 31 LS 13.0 10 Mh Mh Mh H BARRETT'S 350 LS 39 36 LS LS 71 11 Hotel 348 LS LS 1 ES 7 LS WOOD'S PL Kiln River 1 2 58 346 31.2 LS 5 2 LS School 5 79.4 LS B M 52.10 FRIAR'S 343A 1 17 Mh 27 Buildings46 LS 343 345 LS 7 YORK ST 26-31 LS 67-68 20 1 1 LS Glenryan Ward Bdy 5 LS 4 Dominican 9.7 LS 14 341 LS LS LS 47 PINE Ward Bdy 28 340 LS PO 48 Mews 10 B M 4.06 Priory 1 9.23 LS LS 60 18 1 4.9 4 31 52 19 CARROLL'S 17 10 LB 36.1 LS 19 LS 32 LS 61A LS 18 6 9 Church 17 ES B M 17 AVENUE B M 11.81 15 66 3.8 LS 15 35 LS 37.6 KNAPP'S 8 COBURG ST 20 H LS LS 56 LS POPE'S LS LS LS 18 QUAY Chy Mh LS 36 3 336 57 14 LS 3.0 LS Mh 5 335 38 334 7 6 1 27 LS LS 39.70 59 Tank Hall LB LS 24 Mh LS 20 Cottages Trough H 60 Mh Mh 42 TERRACE 16 64 Ward Bdy4.5 LS 45 LS LITTLE WILLIAM ST 9 24 19 330 6 Winter Rock 47 Mh 26 329 6 LS 7.6 7.5 LS 63 1 Ville ES QUAY HWM 27 Mh LS Mhs Mhs Mhs PO LS 6 COTTAGES 1 Mhs Mh 15 LS Wynfield Mews 5 5 SQ H 326-327 TK 64 QUAY Mh LS BARRETT'S 13 325 LS FARREN'S Mh Mh H MODEL LS 2 1 6.8 48 LS LS 48A 71.4 7 68 1 LS 1 31 Mh B M Mhs 23 62 LS LS Church LS Mh

7 69 Mh TKs Mh 6.62

6 43.9 4 2-3 25 Ward Bdy 17 Mh MAC Mh LS B M 4.22 (Cath) Mhs Mh H LB Mh LS LS 1 5 School LS 31 LS Kiln C01 CURTAIN Hotel Hotel G S LS LS 22 B M 45.26 1 NORTH 24 LEE 22 H Mhs LS 1 1 Franciscan Well 3 1 LS H Sta LS ABBEY LS LS RIVER Mh Mh LS MODEL COTTAGES LS LS STREET 59 Orrery Terrace 8 22 6 LS Mh 5.6 SQUARE 21-22 3.2 Griffith LS 13 Mh H Mh Mh 315 44.8 20 H 4 5 STREET LS Mh Mh B M 72.69 33 LS 31 LS Bridge (North Channel) 3.4 LS LB 268 LS 75 Monastery 1 STREET Mh 266 306 9 10 40A Mh Mh 76.2 LS 1 BLARNEY 77 76 HWM B M 3.28 Ward Bdy 32 LS 5 40 LS Mh 76.8 74.9 248 254 262 WYSE'S 3.7 LS 41 5 5.6 1 242 243 LS 6 11 Mh LS 7 221 230 240 62.8 COTTS 305 LS POPE'S Mh BLARNEY 301 1 Ward Bdy 299 8 LS LS 73.1 STREET LS BLARNEY 270 48.1 29 B M 3.86 LS LS Ward Bdy Franciscan LS KYRL'S 1 5 LS LS 70.9 LS 65.6 RIVER 18 2.7 QUAY

59.9 280 LS Metropole LS 69.4 LS 64.1 LS 129 LS 87 Abbey LS LS 2 LS 2 LS Ward Bdy B M 65.48 LS 28 LS Ward Bdy LS 2.8 3.1 LS Car Park LS LS 281 LS

23 LS 289 Ward Bdy 284 284 190 LS 284 31 17 QUAY LS Hotel 1 182 68.0 LS 66.5 140 138 LS STREET 3.6 LANE 16 1 156 147 LS 3.4 LS LS BRIDGE 22 163 B M 57.79 ES LS 2 172 162 120 51.1 LS 7 LS 27 STREET LS 94 LS LS 3.9 CAMDEN BM 2.87 LS LS 56.6 LS LS 95 Upper MALL LS 3.5 QUAY LS

54.6 94A KYRL'S Ward Bdy 96 LS LS LS HWM 3.0 LS 9 Mh 110 2 8 3.1 LS 1 2-4 B M 4.28 3.0 CAMDEN School 109 Terrace 3.3 LS Riverside HWM PLACE 102 KYRL'S LS LS HILL Mews LS Warehouse LS LS Panorama 4 LS 2.9 QUAY RIVER LEE 4.6 13 8 HWM LS LS LS 17 18 WINTER'S LS NORTH Hostel (North Channel) LS LS 12A BM 40.09 152 9 ST Mh HARLEY'S LS LS Ward Bdy Mh LS 3.1 B M 2.82 LS LS 12 25 151 167 LS LS LS Ward Bdy Mh B M 10.56 B M Warehouse 2.5 Christy Ring 3.0 Mh 2.7 LS Mh 26 29A Row 5 HWM 3.41 Bridge ST AVE 162 164 Ward Bdy PATRICK'S Mh 32 11 Middle 4 Terrace 12.6 Car Park LS 29 VIEW LS LS ES 2 QUAY Mh 31 Terrace 21 LS 11 St Patrick's QUAY 17 View 1 Panorama LS 3.2 LS Ward Bdy Mh LS 9 Salmon 38.4 LS Bridge H LS 36 LB LS COAL Mh LSLS 147 LS LS 10 LS 17.4 BM 3.00 HWM LB QUAY HWM 3.0 LS Chy Warehouse 5.0 2.4 LS LS ROAD LS COLLEGE B M 21.88 LS 1 LS H 8 1-2 B M BACHELOR'S 3 WELL WELL 3.0 LSLS 7 143 22.70 LS 4 6.58 LS Factory LS 2.4 142 2.4 2 6 SUNDAY'S 7 LS MP

Tank LS LAVITT'S B M 5.42 9 QUAY LS LS 2.5 2.9 Chy LS LS City Wall LS QUAY G S Sta LS LS Ward Bdy Wharf 9 15-17 LS 11 7 WISE'S 2.9 2.9 26 19 RIVER LEE 4 141 101 15 LS MP Convent SUNDAY'S LS St Vincent's 2.3 Prospect 1 Terrace 4 5 LS 36.5 100 Chy 6 Place LS Bridge 21 LS LS (North Channell) LSLS Chapel LS 28.9 LS 24 LS LS LS 1 LS LS 6 2.7 2.8 1 ES 13 1 LS 139 5 Landscape 2.6 LS Mhs Brian Boru 3 27 11 62 7 LS Opera House LS LS 4 17 LS 9 8 LS Toilets Bridge BLAIR'S 145 STREET 2.5 7 4.3 B M 33.54 16 LS HILL 144 Factory 4 2 LS LS 1 LS UPPER JANEMOUNT TERRACE SQ ES 4 Fn Mh's LS LS 6 11 5 12 LB LS Convent & Laundry LS LS LS 1 33.5 60 6 2.7 HILL LOWER JANEMOUNT LS 10 LS 124 LS B M LS HWM TERRACE 12 2 LS Warehouse LS 3 3 57 11 LS LS 34.07 14 LS LS STREET 123 MERCHANT'S BUXTON LS 42 24 LS 2.8 ADELAIDE10 LS 16 1 CORN LS ST 33.3 5 QUAY LS 5 ROAD 2.5 3.0 Adelaide LS ES ES MILLERD LS 1-9 1A LS ES Place Factories STREET Playground LS 8 138 1B LS 136 PAUL'S 1 19 LS LS Warehouse MOON LS ST 1 ES Shopping Centre Gallery 3.2 37 LB ES TK 2.7 HWM 5 WELL Basketball 6 10 LS LS 8 and 6 119 Ground B M P.O. KYLE STREET LS ANDERSON'S

9 6 11 GRATTAN 22 LS Ward Bdy Ward

1 Bdy Ward FRANCIS 2.89 LS NORTH 10-21 Car Park LS 1&22 LS AVENUE 88-89 51 22-33 LS LS 34 LS 2.7 LS B M 3 20 LS QUAY 130 SUNDAY'S 7 30 LS 3.0 19-21 MARKET STREET 3.49 4 2.7 HALF 118 B M 128 15-16 17 2.9 2.71 125 31.7 33 TK DRAWBRIDGE LS ES LS Church LS Flats

PLACE

Location Plan 0 50 100 200 Metres Scale 1:5,000 at A1 Scale 1:10,000 at A3 Notes: 1. Do not scale from drawing. 2. The channels on this drawing have been assigned colours for the purpose of assigning identification labels and interference references. 3. This drawing should be read in conjunction with all other River Bride (Blackpool) Certified Drainage Scheme Exhibition Drawings and Schedules. Drg. No. RB_103 Channel Codes

Ove Arup & Partners Ireland Ltd., 24 Grove Island, Cork City Council, Cork County Council Headquarters, 51 St. Stephen's Green, 15 Oliver Plunkett Street, Corbally, City Hall, Anglesea Street, County Hall, Dublin 2, Cork, Co Limerick, Cork, Ireland. Carrigrohane Road, Ireland. Ireland. Ireland. Cork, Ireland.

Tel +353 (0)21 4277670 Tel. + 353 (0) 61 345463 Tel. +353 (0) 21 4966222. Tel: + 00 353 (0) 21 4276891 Tel +353 (0) 1 647 6000 Fax +353 (0)21 4272345 Fax.+ 353 (0) 61 280146 Fax +353 (0) 21 4314238. Fax: + 00 353 (0) 21 4276321 Fax +353 (0) 1 661 0747 River Bride (Blackpool) Certified Drainage Scheme Issued for Exhibition November 2015

2TQRQUGF(NQQF&GHGPEGUÄ4GUVTKEVKQPU

Proposed Flood Defence Restrictions Flood Defence Embankments Flood defence embankments shall not be tilled or planted with any vegetation other than grass. Permanent access to be provided for maintenance and inspection of the flood defence embankments - refer to proposed access and work area drawings RB_501 and RB_502. Flood defence embankments to be regularly maintained through frequent grass cutting (approximately four times per year). Non-authorised vehicular or pedestrian access on flood defence embankments shall not be permitted. Flood defence embankments shall not be grazed by lifestock other than sheep due to the potential risk of rutting or causing damage to the embankments. No works shall be permitted in close proximity to flood defence embankments without approval from the Office of Public Works (OPW). Flood Defence Walls Permanent access to be provided for maintenance and inspection of flood defence walls - refer to proposed access and work area drawings RB_501 and RB_502. No works shall be carried out to flood defence walls or in close proximity to flood defence walls without approval from the Office of Public Works (OPW). No excavation of material close to flood defence walls shall be permitted without the approval of the Office of Public Works (OPW). Pumping Stations Permanent access to be provided for maintenance and inspection of pumping stations - refer to proposed access and work area drawings RB_501 and RB_502. No works shall be carried out near pumping stations or in close proximity to the pumping stations without approval from the Office of Public Works (OPW) No local connections or drains shall be connected to a pumping station without approval from the Office of Public Works (OPW). No vegetation, material or detritus shall be disposed of within the channel, as this may increase the risk of blockage at pumping stations. Bridges Permanent access to be provided for maintenance and inspection of bridges - refer to proposed access and work area drawings RB_501 and RB_502. No works shall be carried out to bridges or in close proximity to bridges without approval from the Office of Public Works (OPW). No vegetation, material or detritus shall be disposed of within the channel, as this may increase the risk of blockage at bridges. Culverts No local connections or drains shall be connected to culverts without approval from the Office of Public Works (OPW). No works shall be carried out to culverts or in close proximity to culverts without approval from the Office of Public Works (OPW). No vegetation, material or detritus shall be disposed of within the channel, as this may increase the risk of blockage within culverts. Winter Channel No works shall be carried out to the winter channel or in close proximity to the winter channel without approval from the Office of Public Works (OPW). No vegetation, material or detritus shall be disposed of within the winter channel, as this may reduce the capacity of the channel. Sediment Trap No works shall be carried out to the sediment trap or in close proximity to the sediment trap without approval from the Office of Public Works (OPW). Regraded Ground No works shall be carried out to regraded ground, such as road resurfacing, without approval of the Office of Public Works (OPW). Trash Screens No works shall be carried out to the trash screens or in close proximity to the trashscreens without approval from the Office of Public Works (OPW).

Ove Arup & Partners Ireland Ltd., 24 Grove Island, Cork City Council, Cork County Council Headquarters, 51 St. Stephen's Green, 15 Oliver Plunkett Street, Corbally, City Hall, Anglesea Street, County Hall, Dublin 2, Cork, Co Limerick, Cork, Ireland. Carrigrohane Road, Ireland. Ireland. Ireland. Cork, Ireland.

Tel +353 (0) 21 4277670 Tel. + 353 (0) 61 345463 Tel. +353 (0) 21 4966222. Tel: + 00 353 (0) 21 4276891 Tel +353 (0) 1 647 6000 Fax +353 (0) 21 4272345 Fax.+ 353 (0) 61 280146 Fax +353 (0) 21 4314238. Fax: + 00 353 (0) 21 4276321 Fax +353 (0) 1 661 0747

Drg. No. RB_106 Proposed Flood Defences - Restrictions River Bride (Blackpool) Certified Drainage Scheme Issued for Exhibition November 2015 Interference Channel Chainage Proposed Works General Description of Proposed Works 45.3 UND Reference (m) Chainage (m) N C08_B01 - 0 to 8 Replace existing masonry bridge with a new reinforced concrete bridge. Bridge to be of 10.50m clear span and 8m wide deck. Construct new

Kilnap Bridge access ramps to bridge, incorporating new reinforced concrete retaining walls where necessary. C08_E01 - 0 to 137 Proposed flood defence embankment to be constructed typically 5.40m wide and to a height of 1.10m above existing ground levels to flood Kilnap Viaduct Kilnap Bridge defence level (varies from 27.01 to 28.44mOD). Flood defence embankment to tie into high ground at each end. Weir C08_R01 - 0 to 47 Proposed surface water drainage measures and regrading of local 48.0 ground levels to divert excess surface water runoff into the River 42.4 Glenamought upstream of North Point Business Park bridge. C08_G01 0 to 517 - Channel to be maintained over a distance of 517m from the confluence CS of the River Glenamought and River Bride (C08-000) to upstream of the proposed roughing screen (C08-517). CS C08_T01 510 - Proposed roughing screen to be installed downstream of Kilnap Bridge. Pond C08_R02 - 0 to 273 Proposed ramp to facilitate maintenance access to the channel and proposed roughing screen. Formalise existing track for maintenance vehicles, including constructing guard barriers where necessary.

Notes: 45.1 1. Do not scale from drawing. 38.9 2. Proposed works geometry and extents are subject to detailed design. 3. This drawing should be read in conjunction with all other River Bride (Blackpool) Certified Drainage Scheme Exhibition Drawings and Schedules.

46.5 CS

Gateway Business Park 28.2

UND Sweeney's Hill

Old Mallow Road

46.5

CR

24.5 North Point UND Business Park

For Continuation See Drg. No. RB_202 LS

Mhs LS

Location Plan 0 5 10 20 50 Metres Scale 1:1,000 at A1 Scale 1:2,000 at A3 Sheet 1 of 10 N Key to Plan

Watercourse Proposed New Bridge

Channel Centreline, Reference (C08) and Chainage (300m) Proposed Flood Defence Embankment

PM 01 Photomontage (Location, Orientation and No.) Proposed Regrading of Ground Levels Interference Reference.

Location and Reference of Cross Section Formalise Existing Access Track

Proposed Works Chainage (m) Proposed Surface Water Overland Flow Route Proposed Roughing Screen Drg. No. RB_201 Proposed Flood Defences - Plan Layout (Sheet 1 of 10)

Ove Arup & Partners Ireland Ltd., 24 Grove Island, Cork City Council, Cork County Council Headquarters, 51 St. Stephen's Green, 15 Oliver Plunkett Street, Corbally, City Hall, Anglesea Street, County Hall, Dublin 2, Cork, Ireland. Co Limerick, Cork, Ireland. Carrigrohane Road, Ireland. Key Plan Scale 1:20,000 at A1 Ireland. Cork, Ireland. Tel +353 (0)21 4277670 Tel. + 353 (0) 61 345463 Tel. +353 (0) 21 4966222. Tel: + 00 353 (0) 21 4276891 Tel +353 (0) 1 647 6000 Scale 1:40,000 at A3 Fax +353 (0)21 4272345 Fax.+ 353 (0) 61 280146 Fax +353 (0) 21 4314238. Fax: + 00 353 (0) 21 4276321 Fax +353 (0) 1 661 0747 River Bride (Blackpool) Certified Drainage Scheme Issued for Exhibition November 2015 Interference Channel Chainage Proposed Works General Description of Proposed Works Gateway For Continuation Sweeney's Hill See Drg. No. RB_201 Reference (m) Chainage (m) Business Park N C06_T01 2616 - Existing 2 no. trash screens to be removed and replaced with a single 28.2 new roughing screen upstream of Rose Cottage. Commons Road24.4 UND C06_L01 - 0 to 41 Proposed reinforced concrete wall to be constructed to a height CR typically 0.65m above existing ground levels to flood defence level (25.00mOD). All drainage outfalls to be fitted with non-return valves. C06_L01 - 41 to 122 Proposed reinforced concrete wall to be constructed above flood defence level (25.00mOD) to 25.80mOD on the wet side of the existing boundary wall at Rose Cottage. Flood wall to tie into high Jude Ville ground at each end. Finished wall height to be typically 1.70m above CR existing ground levels. All drainage outfalls to be fitted with UND non-return valves. 23.7 C06_L01a - 0 to 6 Proposed reinforced concrete headwall and wing wall structure to be 24.5 constructed around the existing concrete culvert inlet. UND C06_R01 - 0 to 15 Proposed vehicle access ramp crest to be at flood defence level (25.00mOD). Proposed ramp to tie into the proposed flood defence wall at Rose Cottage and high ground at the N20 road embankment. LS C09_R01 - 0 to 93 Proposed surface water drainage measures and regrading of local Mh LS Mhs ground levels to divert excess surface water runoff from the LS LS Commons Road and the River Bride (from Rose Cottage) into the LS Rathpeacon Stream. LS

LS C06_R02 - 0 to 13 Proposed regrading of existing ground levels to divert surface water Mh Mh Mh LS overland flow (during a design exceedance event) underneath the UND Mh H existing N20 road bridge to the Rathpeacon Stream. Mh LS C08_B01 - 0 to 8 Replace existing masonry bridge with a new reinforced concrete LS Mh bridge. Bridge to be of 10.50m clear span and 8m wide deck.

LB Construct new access ramps to bridge, incorporating new reinforced N20 - New Mallow Road Mh concrete retaining walls where necessary. Mh C08_R01 - 0 to 47 Proposed surface water drainage measures and regrading of local UND ground levels to divert excess surface water runoff from Sweeney's LS UND Hill into the River Glenamought upstream of North Point Business Mh Park bridge. LS UNDUNDUNDUND North Point C08_B02 - 0 to 20 Replace existing pipe culvert bridge with a new reinforced concrete Mh LS Business Park bridge. Bridge to be of 9.00m clear span and 20m wide deck. Mh Mh LS Rose LS LS Mh Construct new access ramps to bridge, incorporating new reinforced Mhs concrete retaining walls where necessary. Cottage Mhs LS C06_C01a 2077 to 2241 - Proposed sediment trap. Proposed flood scalping and lowering on the inside channel bends to create a second stage channel to reduce

25.5 velocities in lower order floods. Mhs LS C06_C01b 2124 to 2192 - Proposed landscaping to deposition areas to match existing ground. LS C06_C01c 2071 to 2192 - Proposed geomorphic features, such as riffles, to be constructed Lower Kileens Road Mh H within the channel. 25.6 C08_G01 0 to 517 - Channel to be maintained over a distance of 517m from the confluence of the River Glenamought and River Bride (C08_000) to upstream of the proposed roughing screen (C08_517). LS C06_G01 0 to 2623 - Channel to be maintained over a distance of 2623m from Blackpool LS Mh Church (C06_000) to upstream of Rose Cottage (C06_2623). Mhs C09_G01 0 to 193 - Channel to be maintained over a distance of 193m from C09_000 to LS C09_193. LOWER KILLEENS ROAD Mhs For Continuation See Drg. No. RB_203 Notes: H 1. Do not scale from drawing. Location Plan 2. Proposed works geometry and extents are subject to detailed design. 0 5 10 20 50 Metres Scale 1:1,000 at A1 3. This drawing should be read in conjunction with all other River Bride (Blackpool) Certified Drainage Scheme Exhibition Drawings and Scale 1:2,000 at A1 Schedules.

Sheet 2 of 10 N Key to Plan

Watercourse Existing Culvert to be Retained

Channel Centreline, Reference (C08) and Proposed Regrading of Ground Levels Chainage (300m) Proposed Retaining Wall PM 01 Photomontage (Location, Orientation and No.) Proposed Vehicle Access Gate Proposed Flood Defence Wall Proposed Fencing Interference Reference Proposed Surface Water Overland Flow Location and Reference of Cross Section Route

Proposed Works Chainage (m) Proposed Sediment Trap (Flood Plain Reprofiling) Proposed New Bridge Drg. No. RB_202 Proposed Flood Defences - Plan Layout (Sheet 2 of 10) Proposed Landscaping Proposed Roughing Screen Proposed Geomorphic Features (Riffles)

Ove Arup & Partners Ireland Ltd., 24 Grove Island, Cork City Council, Cork County Council Headquarters, 51 St. Stephen's Green, 15 Oliver Plunkett Street, Corbally, City Hall, Anglesea Street, County Hall, Dublin 2, Cork, Co Limerick, Cork, Ireland. Carrigrohane Road, Ireland. Key Plan Scale 1:20,000 at A1 Ireland. Ireland. Cork, Ireland. Tel +353 (0)21 4277670 Tel. + 353 (0) 61 345463 Tel. +353 (0) 21 4966222. Tel: + 00 353 (0) 21 4276891 Tel +353 (0) 1 647 6000 Scale 1:40,000 at A3 Fax +353 (0)21 4272345 Fax.+ 353 (0) 61 280146 Fax +353 (0) 21 4314238. Fax: + 00 353 (0) 21 4276321 Fax +353 (0) 1 661 0747 Location Plan Key Plan River Bride (Blackpool) Certified Drainage Scheme

For Continuation Parkmead Close Parkmead Sheet 3 of 10 See Drg. No RB_202

Scale 1:40,000 at A3 Scale 1:20,000 at A1 N20

Tk

N

Parklands Drive Parklands Commons Road Commons Key to Plan LB Commons Inn Hotel Hotel 0 5 CarPark Interference Reference Proposed Maintenance Track Proposed Works Chainage (m) Existing Drain (Surface Water) Proposed Drain (Surface Water) Proposed Manhole (Surface Water) Proposed Flood Defence Wall Photomontage (Location, Orientation and No.) Location and Reference of Cross Section Chainage (300m) Channel Centreline, Reference (C06) and 10 Watercourse 20 Business Park North Point 50 Metres

Car Park

Bride Villas Villas Bride Bride P For Continuation

Proposed Landscaping Proposed Sediment Trap Proposed Geomorphic Features (Riffles) Proposed Rising Main (Surface Water) Proposed Pumping Station (Surface Water) Proposed Regrading of Ground Levels Proposed Backfill of Existing Watercourse Proposed Pipe Culvert Proposed Winter Channel Proposed Flood Defence Embankment (Flood Plain Reprofiling)

River River

Bride Bride Scale 1:2,000 at A3 Scale 1:1,000 at A1 P BusinessPark North Link N See Drg No. RB_204 1. Notes: 3. 2. Reference Interference C07_G01 C06_G01 C06_P01 C06_L03 C06_L03 C06_L03 C07_R01 C07_L01 C07_B01 C06_C01 C06_L02 C06_R03b C06_R03a C06_E01 C06_C01c C06_C01b C06_C01a Proposed works geometry and extents are subject to detailed design. Do not scale from drawing. Schedules. This drawing should be read in conjunction with all other River Bride (Blackpool) Certified Drainage Scheme Exhibition Drawings and 1685 2071 to 2192 2124 to 2192 2077 to 2241 (m) 0 to 108 0 to 2623 ------Channel Chainage Drg. No. RB_203 Proposed Flood Defences - Plan Layout (Sheet 3 of 10) Ireland. 15 Oliver Plunkett Street, Fax +353 (0)21 4272345 Tel +353 (0)21 4277670 Cork, Ove Arup & Partners Ireland Ltd., 119 to 174 174 to 192 192 to 244 Proposed Works Chainage (m) - - - 0 to 9 0 to 74 0 to 38 0 to 78 0 to 31 0 to 20 0 to 36 0 to 105 - - - Issued for Exhibition November 2015 non-return valves. Proposed overflow surface water pumping station and rising main to Proposed reinforced concrete flood defence wall to be constructed Proposed reinforced concrete flood defence wall to be constructed upstream end. All drainage outfalls to be fitted with non-return valves. Proposed reinforced concrete flood defence wall to be constructed Proposed regrading of existing ground levels at the Commons Inn Proposed reinforced concrete flood defence wall to be constructed proposed culvert over a distance of 38m and reinstated with topsoil Proposed 0.90m diameter concrete pipe culvert to be constructed over Proposed winter channel to be constructed downstream of the Proposed reinforced concrete flood defence wall to be constructed proposed flood defence embankment. Proposed vehicle access ramp crest to be at flood defence level Proposed access track to provide vehicular maintenance from Proposed flood defence embankment to be constructed 6.80m wide Proposed geomorphic features, such as riffles, to be constructed within Proposed landscaping to deposition areas match existing ground. Proposed sediment trap. flood scalping and lowering on the (19.58mOD). All drainage outfalls to be fitted with non-return valves. (19.80mOD). All drainage outfalls to be fitted with non-return valves. (20.01mOD). Proposed flood wall to tie into C07_L01 at the (20.01mOD). Proposed flood wall to tie into high ground at the (21.72mOD). Proposed defence wall to tie into proposed flood (21.90mOD). Proposed ramp to provide vehicular access over the inside channel bends to create a second stage reduce diameter pipe culvert (C07_108). existing 450mm diameter pipe culvert and the proposed 900mm of the River Bride and Fairhill Stream(C07_000) to tie in Channel to be maintained over a distance of 108m from the confluence Church (C06-000) to upstream face of Rose Cottage (C06_2623). Channel to be maintained over a distance of 2623m from Blackpool operate during a flood event at C06_1685. All outlets to be fitted with entrance to divert excess surface runoff the Fairhill Stream. outlet of the proposed 0.90m pipe. drainage outfalls to be fitted with non-return valves, other than the Commons Inn car park and into proposed flood wall C06_L03. All drainage outlets to be fitted with non-return valves. discharge excess surface water run off to the Fairhill Stream. All and grass. A proposed surface water drain is to be constructed diameter concrete culvert. Existing channel to be backfilled over the a length of 38m at the rear Bride Villas to tie into existing 0.45m Commons Inn in order to increase conveyance during flood events. embankment. All drainage outfalls to be fitted with non-return valves. defence level (21.90mOD). Flood embankment to tie into high and to a height of typically 0.80m above existing ground levels flood Winter channel to be a maximum width of 10m wide at mid-section. General Description of Proposed Works typically 1.20m above existing ground levels to flood defence level typically 1.32m above existing ground levels to flood defence level typically 0.83m above existing ground levels to flood defence level typically 1.20m above existing ground levels to flood defence level typically 0.45m above existing ground levels to flood defence level the Commons Inn to sediment trap upstream. ground and a proposed flood defence wall as shown on the drawing. the channel. velocities in lower order floods. Fax.+ 353 (0) 61 280146 Ireland. Co Limerick, Corbally, 24 Grove Island, Tel. + 353 (0) 61 345463 Fax +353 (0) 21 4314238. Cork, Ireland. City Hall, Anglesea Street, Cork City Council, Tel. +353 (0) 21 4966222. Fax: + 00 353 (0) 21 4276321 Cork, Ireland. Carrigrohane Road, County Hall, Cork County Council Headquarters, Tel: + 00 353 (0) 21 4276891 Ireland. Fax +353 (0) 1 661 0747 Dublin 2, Tel +353 (0) 1 647 6000 51 St. Stephen's Green, River Bride (Blackpool) Certified Drainage Scheme Location Plan Key Plan

For Continuation

Beechwood Grove Beechwood Hillview Drive Elmwood Grove Elmwood Sheet 4 of 10

Scale 1:40,000 at A3 Scale 1:20,000 at A1

River River

N

Bride Bride P

See Drg. No. RB_203

Key to Plan Road Commons Brideholm Interference Reference Proposed Works Chainage (m) Location and Reference of Cross Section Repair/Reconstruct Existing Wall Proposed Flood Defence Wall Photomontage (Location, Orientation and No.) Chainage (300m) Channel Centreline, Reference (C06) and Watercourse 0 5 10 Station Filling 20 50 Metres Noel Deasy Cars Restaurant McDonald's P P Proposed Regrading of Ground Levels Proposed Pipe Culvert Proposed Backfill of Existing Watercourse Proposed Rising Main (Surface Water) Proposed Pumping Station (Surface Water) Proposed New Bridge Existing Culvert to be Retained

Fitz's Boreen Scale 1:2,000 at A3 Scale 1:1,000 at A1 N

For Continuation See Drg No. RB_205 1. Notes: 3. 2. Reference Interference C07_G01 C06_G01 C06_L09 C06_L08 C06_L07 C06_L06 C06_L05 C06_L04 C06_B01 C06_P02 C06_C02 C06_L03a C06_P01 C06_L03 C06_L03 C06_L03 C06_L03 C06_L03 C07_L01 Proposed works geometry and extents are subject to detailed design. Do not scale from drawing. Schedules. This drawing should be read in conjunction with all other River Bride (Blackpool) Certified Drainage Scheme Exhibition Drawings and 1414 1685 (m) Channel Chainage 0 to 108 0 to 2623 ------15 Oliver Plunkett Street, Fax +353 (0)21 4272345 Tel +353 (0)21 4277670 Cork, Ireland. Ove Arup & Partners Ireland Ltd., Drg. No. RB_204 Proposed Flood Defences - Plan Layout (Sheet 4 of 10) 119 to 174 174 to 192 192 to 244 Proposed Works 75 to 151 75 to 153 - - 0 to 9 0 to 9 0 to 76 0 to 81 0 to 9 - - 0 to 9 - 0 to 43 0 to 74 Chainage (m) 43 to 119 Fax.+ 353 (0) 61 280146 Ireland. Co Limerick, Corbally, 24 Grove Island, Tel. + 353 (0) 61 345463 Issued for Exhibition November 2015 Existing river wall to be raised a height typically 0.35m above Existing river wall to be raised a height typically 0.45m above Formalise and repair existing bridge parapet to flood defence level Existing bridge parapet to be raised a height 0.57m above existing Existing river wall to be raised a height typically 0.56m above Existing river wall to be raised a height typically 0.59m above retaining walls where necessary. Bridge to be of 7.40m clear span and 9.00m wide deck. Construct new Replace existing masonry bridge with a new reinforced concrete bridge. non-return valves. Pump to operate during a flood event. All outlets be fitted with Proposed overflow surface water pumping station and rising main to be Not used. Proposed new reinforced concrete bridge parapet to be constructed non-return valves. Proposed overflow surface water pumping station and rising main to Proposed reinforced concrete flood defence wall to be constructed Proposed reinforced concrete flood defence wall to be constructed Proposed reinforced concrete flood defence wall to be constructed Proposed reinforced concrete flood defence wall to be constructed Proposed reinforced concrete flood defence wall to be constructed Proposed reinforced concrete flood defence wall to be constructed (17.03mOD), where necessary. (19.30mOD). Flood wall to tie into existing bridge parapet. All drainage (19.50mOD). All drainage outfalls to be fitted with non-return valves. (19.58mOD). All drainage outfalls to be fitted with non-return valves. (19.80mOD). All drainage outfalls to be fitted with non-return valves. upstream end. All drainage outfalls to be fitted with non-return valves. (20.01mOD). Proposed flood wall to tie into C07_L01 at the (20.01mOD). Proposed flood wall to tie into high ground at the diameter pipe culvert (C07_108). existing 450mm diameter pipe culvert and the proposed 900mm of the River Bride and Fairhill Stream(C07_000) to tie in Channel to be maintained over a distance of 108m from the confluence Church (C06-000) to upstream of Rose Cottage (C06-2623). Channel to be maintained over a distance of 2623m from Blackpool drainage outfalls to be fitted with non-return valves. existing ground levels to flood defence level (17.03mOD). The proposal drainage outfalls to be fitted with non-return valves. existing ground levels to flood defence level (17.03mOD). The proposal drainage outfalls to be fitted with non-return valves. drainage outfalls to be fitted with non-return valves. existing ground levels to flood defence level (17.51mOD). The proposal drainage outfalls to be fitted with non-return valves. existing ground levels to flood defence level (17.51mOD). The proposal access ramps to bridge, incorporating new reinforced concrete constructed on existing surface water drainage network at C06_1414. operate during a flood event at C06_1685. All outlets to be fitted with outfalls to be fitted with non-return valves. outlet of the proposed 0.90m pipe. drainage outfalls to be fitted with non-return valves, other than the Commons Inn car park and into proposed flood wall C06_L03. All General Description of Proposed Works to raise the existing wall is subject structural assessment. All to raise the existing wall is subject structural assessment. All the existing bridge parapet is subject to structural assessment. All ground levels to flood defence level (17.51mOD). The proposal raise to raise the existing river wall is subject structural assessment. All to raise the existing river wall is subject structural assessment. All typically 0.55m above existing bridge deck level to flood defence typically 1.00m above existing ground levels to flood defence level typically 1.20m above existing ground levels to flood defence level typically 1.20m above existing ground levels to flood defence level typically 1.32m above existing ground levels to flood defence level typically 0.83m above existing ground levels to flood defence level typically 1.20m above existing ground levels to flood defence level (19.30mOD). Fax +353 (0) 21 4314238. Cork, Ireland. City Hall, Anglesea Street, Cork City Council, Tel. +353 (0) 21 4966222. All drainage outfalls to be fitted with non-return valves. Fax: + 00 353 (0) 21 4276321 Cork, Ireland. Carrigrohane Road, County Hall, Cork County Council Headquarters, Tel: + 00 353 (0) 21 4276891 Ireland. Fax +353 (0) 1 661 0747 Dublin 2, Tel +353 (0) 1 647 6000 51 St. Stephen's Green, REDFORGE RD River Bride (Blackpool) Certified Drainage Scheme Issued for Exhibition November 2015

Ponds Interference Channel Proposed General Description of Proposed Works Sluice See Drg No. RB_204 Reference Chainage Works N (m) Chainage REDFORGE ROAD (m) C06_L08 - 19 to 75 Existing river wall to be raised to a height typically 0.65m above existing ground levels to flood defence level (16.80mOD). The proposal to raise the existing wall is subject to structural assessment. River All drainage outfalls to be fitted with non-return valves. P Bride C06_L09 - 19 to 75 Existing river wall to be raised to a height typically 0.45m above existing ground levels to flood defence level (16.80mOD). The proposal to raise the existing wall is subject to structural assessment. All drainage outfalls to be fitted with non-return valves. C06_L08 - 0 to 19 Existing river wall to be raised to a height typically 0.94m above existing ground levels to flood defence level (16.58mOD) . The proposal to raise the existing wall is subject to structural assessment. All drainage outfalls to be fitted with non-return valves. C06_L09 - 0 to 19 Existing river wall to be raised to a height typically 0.68m above existing ground levels to flood defence level (16.58mOD). The proposal to raise the existing wall is subject to structural assessment. All drainage outfalls to be fitted with non-return valves.

For Continuation C06_L10 - 0 to 9 Existing bridge parapet wall to be raised to a height typically 0.73m above existing ground levels to flood defence level (16.58mOD). The proposal to raise the existing wall is subject to structural

P assessment. All drainage outfalls to be fitted with non-return valves. Car Park C06_P03 1200 - Proposed surface water overflow pump station, collector drain, overflow manhole and rising main to operate during a flood event at C06_1200. All outlets to be fitted with non-return valves. C06_L11 - 0 to 9 Formalise and repair existing bridge parapet wall to flood defence level (16.03mOD), where necessary. C06_L12 - 56 to 170 Proposed new wall to be constructed and existing river wall to be raised to a height typically 1.27m Commons Road above existing ground levels to flood defence level (16.03mOD). The proposal to raise the existing wall is subject to structural assessment. All drainage outfalls to be fitted with non-return valves. Sunbeam C06_L13 - 59 to 155 Formalise and repair existing wall to flood defence level (16.03mOD), where necessary. All drainage Industrial Estate outfalls to be fitted with non-return valves. C06_L13 - 0 to 59 Formalise and repair existing wall to flood defence level (15.65mOD), where necessary. All drainage outfalls to be fitted with non-return valves. C06_L12 - 0 to 56 Proposed reinforced concrete flood defence wall to be constructed to a height typically 0.88m above

River existing ground levels to flood defence level (15.65mOD). All drainage outfalls to be fitted with non-return valves. C06_L12a - 0 to 66 Proposed perimeter toe sheet piles to retain access to the proposed sediment trap. Bride C06_P04 1031 - Proposed surface water overflow pump station, collector drain, overflow manhole and rising main to operate during a flood event at C06_1031. All outlets to be fitted with non-return valves. C06_C03 1018 to - Proposed sediment trap to be 63m long and 25m wide with maintenance access platform and ramp 1081 from C06_1041 to C06_1081. Rock weirs to be constructed at 20m centres. Proposed perimeter toe sheet piles to retain sediment basin. C06_G02 1074 - Remove existing pedestrian bridge and weir structure at C06_1074. C06_R02 - 0 to 202 Proposed new access road and footpath 202m long x 9m wide. Locally raise road to flood defence Mulberry level (15.31mOD) between chainage 115 and 140m. C06_C04 915 to - Removal of the existing Sunbeam culvert and replace with new re-aligned walled open channel 100m 1015 long x 8.5m wide from C06_915 to C06_1015. C06_L14 - 39 to 139 Proposed reinforced concrete flood defence wall to be constructed to a height typically 0.93m above existing ground levels to flood defence level (15.31mOD) to form a new open channel. All drainage Mulberry Heights See Drg No. RB_206 outfalls to be fitted with non-return valves. C06_L14 - 0 to 39 Proposed reinforced concrete flood defence wall to be constructed to a height typically 0.71m above existing ground levels to flood defence level (15.12mOD). All drainage outfalls to be fitted with non-return valves. Fairfield Avenue For Continuation C06_L15 - 0 to 45 Proposed reinforced concrete flood defence wall to be constructed to a height typically 0.31m above Fairfield Avenue existing ground levels to flood defence level (15.12mOD). Existing culvert connection and weir to be sealed up. All drainage outfalls to be fitted with non-return valves. Location Plan 0 5 10 20 50 Metres Scale 1:1,000 at A1 C06_L15 - 45 to 144 Proposed reinforced concrete flood wall to be constructed to a height typically 0.50m above existing ground levels to flood defence level (15.31mOD) to form a new open channel. All drainage outfalls to Key to Plan Scale 1:2,000 at A3 be fitted with non-return valves. N C06_L16 - 0 to 10 Proposed bridge parapet to be raised to a height typically 0.34m above existing ground levels to flood defence level (15.12mOD). Construct new access ramps to bridge, incorporating new reinforced Channel Centreline, Reference (C06) and Existing Culvert to be Retained concrete retaining walls where necessary. All drainage outfalls to be fitted with non-return valves. Chainage (m) Proposed Regrading of Ground Levels C06_B02 - 0 to 20 Replace existing concrete bridge with a new reinforced concrete bridge. Bridge to be of 10.50m clear Photomontage (Location, Orientation and No.) span and 20m wide deck. Soffit level of new bridge to be 14.85mOD.Construct new access ramps to Proposed Sediment Trap bridge, incorporating new reinforced concrete retaining walls where necessary. Sheet 5 of 10 Proposed Flood Defence Wall C06_E02 - 0 to 115 Proposed flood defence embankment to be constructed typically 12m wide and to a height of 1.15m Watercourse above existing ground levels to flood defence level (14.65mOD). Flood defence embankment to tie Reconstruct/Repair Existing Wall into high ground downstream of Sunbeam Industrial Estate bridge and into the proposed flood Proposed Open Channel defence wall at Blackpool Retail Park. Proposed Retaining Wall C06_T02 750 - Proposed Backfill of Existing Watercourse Proposed trash screen to be constructed adjacent to Blackpool Retail Park. Interference Reference C06_R03 - - Existing ground to be regraded to provide pedestrian access over the proposed flood embankment Proposed Flood Defence Embankment into the park to flood defence level (14.65mOD). Ramp to be graded at a maximum slope of 1:20. Location and Reference of Cross Section C06_B02a 741 - Existing pedestrian footbridge to removed. Proposed New Bridge C06_L17 - 0 to 212 Proposed Manhole Proposed reinforced concrete flood defence wall to be constructed to a height typically 1.53m above (Surface Water) Proposed Works Chainage (m) existing ground levels to flood defence level (14.65mOD). All drainage outfalls to be fitted with non-return valves. Proposed Drain (Surface Water) Proposed Road and Footpath C06_G01 0 to 2623 - Channel to be maintained over a distance of 2623m from Blackpool Church (C06-000) to upstream of Rose Cottage (C06-2623). P Proposed Pumping Station (Surface Water) Proposed Vehicle Access Gate Drg. No. RB_205 Proposed Flood Defences - Plan Layout (Sheet 5 of 10) Proposed Rising Main (Surface Water) Notes: 1. Do not scale from drawing. 2. Proposed works geometry and extents are subject to detailed design. Ove Arup & Partners Ireland Ltd., 24 Grove Island, Cork City Council, Cork County Council Headquarters, 51 St. Stephen's Green, 3. This drawing should be read in conjunction with all other River Bride (Blackpool) Certified Drainage Scheme Exhibition Drawings and 15 Oliver Plunkett Street, Corbally, City Hall, Anglesea Street, County Hall, Dublin 2, Key Plan Scale 1:20,000 at A1 Cork, Co Limerick, Cork, Ireland. Carrigrohane Road, Ireland. Scale 1:40,000 at A3 Schedules. Ireland. Cork, Ireland. Tel +353 (0)21 4277670 Tel. + 353 (0) 61 345463 Tel. +353 (0) 21 4966222. Tel: + 00 353 (0) 21 4276891 Tel +353 (0) 1 647 6000 Fax +353 (0)21 4272345 Fax.+ 353 (0) 61 280146 Fax +353 (0) 21 4314238. Fax: + 00 353 (0) 21 4276321 Fax +353 (0) 1 661 0747