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2660337 - Drainage Network Drawings
Raven Plant Hire Watermain & Drainage Design Report Coyle Civil & Structural Ltd July 2026 23-037 REC E I V E D : 1 1 / 0 8 / 2 0 2 6 Raven Plant Hire Watermain & Drainage Design Report Coyle Civil & Structural Ltd July 2026 23-037 Proposed 34no Unit Housing Development At Church Heath, Annahale, Castleblayney Engineering Report (Retention Planning Application) Made: ........................... MJ/PC Checked: ...................... PC Approved: .................... PC Revision Description Made Checked Approved Date 0 Planning MJ/PC MJ PC 07/2026 REC E I V E D : 1 1 / 0 8 / 2 0 2 6 Raven Plant Hire Watermain & Drainage Design Report Coyle Civil & Structural Ltd July 2026 23-037 Proposed 34no Unit Housing Development at Church Heath, Annahale, Castleblayney. Table of Contents 1. INTRODUCTION ................................................................................................. 4 2. SITE LOCATION ................................................................................................. 4 3. DETAIL OF PROPOSED DEVELOPMENT ........................................................ 6 3.1 GENERAL ........................................................................................................ 6 3.2 PROPOSED FOUL DRAINAGE ............................................................................. 6 3.3 PROPOSED SURFACE DRAINAGE ....................................................................... 6 3.3.1 Proposed Surface Water Drains ................................................................ 9 Appendix A – Drainage and Watermain Layouts Appendix B – Drainage Schedules Appendix C – Flow Restrictor Appendix D – Pump Station Layout REC E I V E D : 1 1 / 0 8 / 2 0 2 6 Raven Plant Hire Watermain & Drainage Design Report Coyle Civil & Structural Ltd July 2026 23-037 4 1. INTRODUCTION Coyle Civil & Structural Consulting Engineers has been engaged to carry out an Engineering Services Report for a proposed housing development consisting of 34no units on an existing brownfield site at Annahale, Cadtlebleyney, Co Monaghan for Raven Plant Hire. This Report, together with its Appendices address the proposed infrastructural requirements of the development and will support the Planning Application for the proposed development. The general principle of the storm, foul and watermain designs have been approved under granted planning permissions 18368 and 249009. 2. SITE LOCATION The proposed development consists of a 34no residential units at Swellan, Church Heath, Castlebleyney, Co Monaghan. The Site Location is shown in Figure 2.1 with the red mark while the proposed Site Layout is shown in Figure 2.2. Figure 2.1 – Site Location (marked with a red arrow) REC E I V E D : 1 1 / 0 8 / 2 0 2 6 Raven Plant Hire Watermain & Drainage Design Report Coyle Civil & Structural Ltd July 2026 23-037 5 Figure 2.2 – Site Layout and extent of the proposed works. REC E I V E D : 1 1 / 0 8 / 2 0 2 6 Raven Plant Hire Watermain & Drainage Design Report Coyle Civil & Structural Ltd July 2026 23-037 6 3. DETAIL OF PROPOSED DEVELOPMENT 3.1 General The site is located to a brownfield site to the south east of Castleblayney town. 5no existing dwellings on site are current connected to the an existing foul pumping station within the site boundaries. The existing foul pump station is in the charge of Uisce Eireann. Following onsite liaison with both Uisce Eireann and Monaghan CoCo the proposed design layout allows for the removal of the existing foul pump station and the relocation of a new foul pump to the north east of the site. The new pump station will allow for adequate capacity to accommodate the following: • The existing 5no dwellings • The proposed 34no dwellings • Monaghan CoCo drainage flow into the existing pump station The general principle of the storm, foul and watermain designs have been approved under granted planning permissions 18368 and 249009. 3.2 Proposed Foul Drainage The proposed design allows for the relocation of the existing pump station to the south east of the site with an increased capacity to provide for the additional 34no dwellings. Discussions and liaison has been ongoing with both Monaghan CoCo and Uisce Eireann in relation to the requirements of the pump station to ensure it allows for the flow requirements of Monaghan CoCo/Uisce Eireann that currently enter the existing pump station. The pump station with be designed by FM Environmental with the initial design detail provided in Appendix E. The foul drainage network design within the estate allows for a flow via a gravity network to the proposed pump station with design details in compliance with Uisce Eireann’s Code of Practice. The current UE/MCC raising main that services the existing pump station will remain with a new 90mm diameter rising main proposed to service the new pump station and to connect to the existing rising main as per the foul drainage layout. 3.2.1 Hydraulic & Organic Loading Daily foul discharge has been estimated based on proposed dwelling numbers and in accordance with EPA and Irish Water guidelines. Based on 20no dwellings to the development the occupancy of each dwelling is assumed to be 5no persons. The estimated total wastewater discharge is as shown in Table 5.1 below: REC E I V E D : 1 1 / 0 8 / 2 0 2 6 Raven Plant Hire Watermain & Drainage Design Report Coyle Civil & Structural Ltd July 2026 23-037 7 Table 5.1 Hydraulic and Organic Loading No of Persons/Hse No of House Total Population Flow L/person/day L/day BOD (g/day per person) Loading (g/day/BOD5) 5 34 170 150 25,500 60 10,200 Max Design Flow: = 25,500 litres per day. Assuming 6 times dry weather flow (DWF), the peak hydraulic discharge arising from this development is: 1.77 l/second. The pipe network has been designed to ensure that sufficient hydraulic capacity and cleansing velocities are achieved, in accordance with Irish Water Code of Practice. Max Organic Load: = 10.2 kg (BOD5)/day. Population Equivalent Value: = 170 P.E. All foul drainage will be constructed in accordance with Uisce Eireann Code of Practice. REC E I V E D : 1 1 / 0 8 / 2 0 2 6 Raven Plant Hire Watermain & Drainage Design Report Coyle Civil & Structural Ltd July 2026 23-037 8 3.3 Proposed Surface Drainage 3.3.1 Proposed Surface Water Drains The storm drainage to the development is proposed to be served by a an on site storm drainage network consisting of a drainage pipe ranging form 225-300mm in diameter serving all access roads hardstand areas and all private driveways. The design of hardstand areas is assumed to be from non permeable surfacing and as such the storm drainage design includes for a storm attenuation storage system in the form of Aquacell storage units or similar. For the attenuation calculation a SuDS based Design Tool has been used which results in an overall storage volume requirement of 245m3. It is proposed to discharge storm water flows from the site within a 1.2m diameter circular precast concrete outfall manhole with restricting flows to a maximum of 7.5 l/s/ha through the use of an orifice plate, see S MH3 as detailed on the storm drainage layout. Please see details of the flow restrictor in Appendix D. The proposed storm drainage layout is included in Appendix A of this report. REC E I V E D : 1 1 / 0 8 / 2 0 2 6 Raven Plant Hire Watermain & Drainage Design Report Coyle Civil & Structural Ltd July 2026 23-037 9 3.4 Proposed Watermain 3.4.1 Proposed Watermain The development is proposed to be serviced by a 100mm uPVC watermain supplied from the existing Uisce Eireann connection within the estate, which currently supplies the 5no completed dwellings. The proposed connection point to the development is proposed as detailed in the Watermain Layout included in Appendix A of this report It is proposed to supply the development via the Uisce Eireann public mains which current supplies the 5no existing dwellings REC E I V E D : 1 1 / 0 8 / 2 0 2 6 Raven Plant Hire Watermain & Drainage Design Report Coyle Civil & Structural Ltd July 2026 23-037 10 Appendix A (Proposed Layouts) REC E I V E D : 1 1 / 0 8 / 2 0 2 6 89.00=IL 93 90 90 90 90 90 90 90 91 9191 91 91 91 91 91 91 91 92 92 91 91 91 92 92 92 91 91 92 92 93 93 92 91 92 92 92 92 92 92 92 92 93 93 919191 91 90 90 90 90 91 91 91 91 91 93 92 93 93 92 92 92 92 92 94 95 91 92 92 FE N C E FEN C E PAT H TE FENC E FE N C E FE N C E FEN C E FENC E FEN C E FENC E LI N E O F F E N C E P O S T S DITCH KER B FENCE FENCE FENC E FEN C E 900 Ø S T O R M C U L V E R T Cable STR E A M STR E A M ST R E A M LA N E LA N E LA N E KERB KERB DROP KE R B KERB KERB KERB DROP K E R B KERB FENCE KERB FENCE FENCE KERB TE KERB KERB WALL WALL WALL WALL KERB KERB DROP KERB KERB DROP KERB KERB KERB KE R B KE R B KERB KERB DROP KE R B KERB KERB KERB KERB FENCE FE N C E KERB KER B KE R B DR O P K E R B KE R B KE R B KE R B KE R B KE R B KE R B KE R B KERB KER B TE TE WALL WAL L FOOTPATH FO O T P A T H FOO T P A T H FO O T P A T H FO O T P A T H DITC H FENCE FENCE DWELLING DWELLING DWELLING DWELLING DWELLING ASS U M E D L I N E O F C U L V E R T ASS U M E D L I N E O F C U L V E R T GAS FH FH TP Mkr Mkr Mkr Mkr 92.10 90.98 MH CL 93.52 MH CL 92.65 MH CL 93.31 MH CL 93.00 MH CL 92.58 MH CL 92.93MH CL 92.98 MH CL 93.48MH CL 93.32 MH CL 93.55 MH CL 93.41 MH CL 92.65 MH CL 94.68 MH CL 94.85 MH CL 92.98 MH CL 92.97 MH CL 93.75 MH CL 93.71 MH CL 93.45 MH CL 93.12 MHCL 92.92 MH CL 93.41 MH CL 93.16 MH CL 92.89 MH IL 90.90MH CL 92.35 CL 92.32 MH IL 88.85 CL 91.45 WM WM WM WM WM WM LP LP LP LP LP EP EP EP EP 94.68 95.19 CBOX CBOX CBOX CBOX CBOX IC CL93.27 IC CL93.20IC CL94.67 ICCL93.61 IC CL93.08 93.19 92.95 92.80 92.73 92.70 92.70 92.72 92.76 92.86 93.13 93.47 93.84 94.24 94.45 94.69 94.98 95.28 95.63 93.20 92.95 92.80 92.73 92.70 92.70 92.73 92.78 92.87 93.12 93.51 93.91 94.28 94.58 94.88 95.18 95.45 95.81 93.67=FL 93.88=FL 93.48=FL 93.53=FL 93.37=FL MH CL 92.85 96.17=EL 99.24=EL 99.51=EL 99.12=EL 98.97=EL 99.22=EL 96.13=EL 95.77=EL 97.51=RL 102.94=RL 103.72=RL 102.95=RL 103.65=RL 102.51=RL 98.99=RL 96.03=TOW 97.98=TOW 90.0 3 = T O W SVSV SV SV 92.45 93.02 93.52 90.51 90.58 90.56 90.55 90.74 90.85 91.26 91.22 91.60 91.73 94.74 92.92 93.15 89.82 89.75 89.78 89.95 90.62 90.51 90.4090.50 90.56 90.50 91.14 90.90 90.81 90.64 90.68 89.87 G G G G G G G G G G G G G G G G Post Post Post Post Post Post Post Post Post 92.22 = I L 92.20=IL 92.25=IL 91.77=IL 91.98=IL 92. 4 3 = I L 92.31=IL 89.0 1 = I L 88.82=IL 88.97=IL STN2 Z 92.845 STN1 Z 92.528 STN10 Z 93.978 STN10 Z 93.978 STN11 Z 93.117 STN3 Z 90.809 RS RS O/H O/H O/H 95.38 95.35 94 . 9 2 94 . 7 0 94 . 3 1 94 . 2 2 95.88 95.98 92.8 6 93.06 92.90 92.82 92.70 92.8 6 92.94 93.16 92.81 91.44 91.44 93.97 93.84 93.52 93.46 93.18 93.10 92.87 92.92 92.83 92.54 92.59 92.74 92.67 92.48 92.57 92.79 93.06 93.29 93.39 92.65 92.60 92.64 92.72 90.65 90.68 90.98 91.39 91.84 92.25 92.61 96.09 95.24 95.09 95.60 95.42 94.76 94.60 95.03 95.01 94.74 94.30 94.26 94.34 93.36 93.43 94.52 94.69 93.70 93.70 93.96 93.77 93.68 93.6093.56 93.58 93.57 93.45 93.31 93.38 93.25 93.22 93.1693.17 93.1693.19 93.06 93.00 92.99 92.86 92.80 92.83 92.78 92.59 92.53 92.56 92.51 92.67 90.63 90.50 90.64 91.16 90.94 90.75 92.59 93.26 93.96 93.83 93.15 93.38 93.37 93.36 93.34 92.72 92.27 91.80 91.82 91.86 91.65 91.26 91.21 91.25 91.33 91.59 91.8592.53 92.92 92.50 92.08 91.87 91.64 91.25 91.31 91.19 90.99 90.51 91.09 91.27 91.35 91.40 91.22 91.16 90.64 91.06 91.22 91.15 90.69 90.38 90.24 90.16 90.15 90.03 93.91 93.50 93.91 94.94 94.67 95.30 95.07 93.34 93.62 94.42 93.59 93.92 93.56 93.52 93.03 92.88 92.85 92.79 92.59 92.56 92.38 93.00 92.67 93.68 93.83 94.15 94.47 92.61 92.42 92.70 93.19 90.72 90.72 90.99 91.29 91.10 91.03 91.01 91.97 91.97 92.0492.24 92.49 92.51 91.94 91.65 91.09 91.28 91.69 91.74 92.01 92.19 91.17 90.82 90.95 91.26 91.20 91.04 90.88 90.71 90.63 90.45 90.56 90.33 90.69 91.01 91.07 91.34 91.06 90.85 91.27 91.61 91.94 91.89 92.04 91.41 91.34 91.04 91.84 91.91 92.03 92.25 92.38 92.14 92.13 92.22 92.10 92.30 92.46 93.41 91.15 91.97 91.45 91.64 92.01 93.02 93.07 91.61 91.51 91.28 91.11 91.37 91.43 91.65 91.45 91.42 91.92 91.53 91.68 92.06 91.82 92.22 92.33 92.59 92.25 92.86 92.08 91.69 91.29 90.80 91.21 91.24 90.95 91.02 91.11 91.38 91.00 90.80 91.26 91.73 92.56 90.58 90.76 90.88 90.93 91.47 91.38 90.92 91.53 90.56 90.46 90.17 90.23 90.55 90.53 90.60 90.37 90.40 90.53 90.58 91.05 90.41 90.11 90.06 90.09 90.22 90.21 90.16 90.13 89.97 90.14 90.29 90.30 90.47 90.26 90.2889.80 90.2889.77 90.3789.84 90.20 90.18 90.19 89.99 90.10 90.07 89.86 90.06 90.00 89.96 89.82 89.89 90.20 LP LP G G LP LP LP TE ESB GARAGE GARAGE GARAGE GARAGE GARAGE OVE R H A N G FENCE FENCE FEN C E FEN C E FEN C E FENC E FENCE FENCE FENCE FENCE 818800N 818810N 818800N 818810N FE N C E FE N C E 900 Ø S T O R M C U L V E R T Cable STR E A M STR E A M ST R E A M DROP KERB FOOTPATH 89.88=Water Level 89.56=Water Level XS01 XS02 XS03 95.63 95.81 90.0 3 = T o p o f 9 7 5 Ø C o n c . P i p e 89.82 89.75 89.78 89.95 89.87 Post Post 88.7588.67 88.9488.68 89.00 89.02=Pipe88.84 89.4189.32 88.97=IL STN22 Z 91.036 Datum= 88.00m Culvert Outlet 89.08 89.23 89.04 89.20 89.44 89.39 89.42 89.56 90.35 90.49 91.56 89.59 89.74 91.44 91.45 96.09 95.24 North 92.45 92.35 92.53 92.80 91.80 91.50 91.20 90.90 90.80 A004 YY A004 XX A004 25. 6 m 13.0 m 11.4 m 7.7 m 8.1 m 21. 8 m 26. 2 m 25. 8 m 4.7 m 12.5 m 16. 6 m 13.2 m 12.4 m 9.0 m 18 . 6 m 9.3 m 11.8 m 17. 9 m 11 . 0 m 32. 2 m 34. 8 m 33. 9 m 28 . 7 m 59. 0 m 14 . 6 m 7.8 m 91.90 91.60 91.60 91.50 92.10 92.30 93.02 92.50 92.20 92.00 91.90 91.65 91.50 91.50 90.70 90.31 C 38.2 m 16.8 m 16 . 6 m 33.4 m 2.8 m SV SV H Sc AV MProposed Meter as per STD-W-26F H H H Proposed Hydrant as per STD-W-18 H Proposed Hydrant as per STD-W-18 H Proposed Ø110mm PE SDR17 main connection as per STD-W-04 AV Proposed Ø110mm PE SDR17 main Proposed Ø110mm PE SDR17 main Proposed Ø110mm PE SDR17 main AVProposed AV as per STD-W-22 IW BB1 IW BB2 IW BB3 IW BB4 IW BB5 IW BB6 IW BB7 IW BB8 IW BB9 IW BB10 IW BB20 IW BB19 IW BB18 IW BB17 IW BB16 IW BB15 IW BB14 IW BB13 IW BB12 IW BB11 IW BB33IW BB32 IW BB31 IW BB30 IW BB29 IW BB28 IW BB27 IW BB26 IW BB25 IW BB24 IW BB23 IW BB22 IW BB21 H M Proposed Meter as per STD-W-26A IW BB34 Proposed Hydrant as per STD-W-18 Proposed Ø110mm PE SDR17 main connection as per STD-W-07 Proposed AV as per STD-W-22 Proposed Hydrant as per STD-W-18 Proposed Hydrant as per STD-W-18 Proposed Hydrant as per STD-W-18 Proposed Ø110mm PE SDR17 main Proposed Hydrant as per STD-W-18 Proposed Ø25mm PE SDR17 main connection as per STD-W-07 Proposed Ø110mm PE SDR17 main connection as per STD-W-07 Scour Chamber as per STD-W-30B alternatively as per STD-W-30A Proposed AV as per STD-W-22 Proposed Ø110mm PE SDR17 main connection as per STD-W-06 A A B B C C PLA N V I E W : 1:75 2871 2871 COUP L I N G S 100m m Ø D I F O R R I S I N G M A I N & 80mm D I F O R R I S I N G D R A I N CASTI N I N P U M P C H A M B E R 138m m C / W F O R 100m m u P V C ELECT R I C A L D U C T S 250mm D I R E T U R N FROM S T O R A G E T A N K TO P U M P C H A M B E R 250m m D I O V E R F L O W P I P E FROM I N L E T M A N H O L E T O STOR A G E T A N K 271m m C / W F O R 225mm u P V C INLET 250m m D I P I P E FROM I N L E T MANH O L E T O P U M P CHAM B E R 675 675 600 1420 820 DROP M A N H O L E AS PE R I R I S H W A T E R STD- W W - 1 2 W I T H 225m m Ø I N L E T u P V C PIPE D D 80mm Ø D I R I S I N G MAINS& 80m m Ø D I DRAIN S 550 1.5Ø I N L E T M A N H O L E 675 1010 500 1700 1010 500 4720 1010 500 1700 500 4000 500 4000 500 1010 13720 800 2220 13200 4200 4210 4410 4840 675 8360 NET S T O R A G E BELO W T W L = 85 . 0 4 4 m 3 01 02 03 04 05 06 07 08 10 14 16 15 17 18 19 20 21 22 23 24 25 26 27 28 33 34 35 32 38 39 09 29 30 31 11 12 13 37 36 Legend: Site Boundary Existing Watermain Proposed Watermain Road Construction to Appendix 7/1 Notes: 1.All Watermains To Be Constructed In Accordance With Irish Water Requirements. 2.Boundary Boxes To Be Situated A Minimum of 225mm From Boundary of Properties 3.Boundary Boxes To Be Constructed In Accordance With Irish Water Detail STD-W-03. 4.Hydrants To Be Constructed In Accordance With Irish Water Detail STD-W-18. 5.Sluice Valves To Be Constructed In Accordance With Irish Water Detail STD-W-15. 6.Pipe Bedding and Backfill To Be Constructed In Accordance With Irish Water Detail STD-W-13. 7.Marker Posts To Be Constructed In Accordance With Irish Water Detail STD-W-27. 8.Thrust Blocks To Be Constructed In Accordance With Irish Water Detail STD-W-28. 9.All Building Connections To Be Left Temporarily Blank Unit Buildings Are Constructed. 10.Watermain Pipe Material to be HDPE the specification of which shall be in accordance with Section 3.9 of IW Water Code of Practice. 11. Information on existing public and private utilities has been provided by the utility providers. No warranty is given as to the accuracy or completeness of this information. The Contractor is to consult with all public and private utility providers prior to commencement of works and satisfy himself as to the exact position and location of all existing utilities. NOTES:- This is a Pre Planning Draft proposal drawing only and is therefore limited in its capacity to convey the total information, details & specification necessary to complete the works. Any work carried out that is not covered here will be the responsibility of the persons carrying them out. If any situation arises which would cause a contravention of the building regulations, then the Engineer should be consulted, otherwise the Engineer cannot be held responsible. As this drawing is prepared as a Pre Planning Draft Proposal drawing only, it is strongly recommended that the Engineer be consulted for the preparation of full working drawings. It is solely the clients responsibility to appoint a Qualified Engineer to supervise the project during the construction stage and to prepare structural working drawings for the builder. ALL WORK AND MATERIALS ARE TO BE IN ACCORDANCE WITH THE CURRENT BUILDING REGULATIONS WHETHER DETAILED ON THIS DRAWING OR NOT. All dimensions to be taken on site. Do not scale any dimensions from this drawing. This drawing is to be read in conjunction with all other relevant drawings and specifications etc that are issued. This drawing remains the copyright of Coyle Civil & Structural and may not be copied or reproduced without written consent. No. 3 High Street, Monaghan Town, E-mail: info@coylecs.ie Tel: 047-72175 Website: www.coylecs.ie Co. Monaghan. H18 X635 Watermains Layout Project: Client: Sheet Title: Project No.: Drawing No.:Rev:Scale: Date: 18/06/26 Checked: 23-037 Raven Devlopment Ltd. DR 001 Uisce Éireann application for a 39 no. residental development at Castleblayney, Co. Monaghan B Watermains Layout REC E I V E D : 1 1 / 0 8 / 2 0 2 6 CU1.000 CU1 CU 89.00=IL 93 90 90 90 90 90 90 90 91 9191 91 91 91 91 91 91 91 92 92 91 91 91 92 92 92 91 91 92 92 93 93 92 91 92 92 92 92 92 92 92 92 93 93 919191 91 90 90 90 90 91 91 91 91 91 93 92 93 93 92 92 92 92 92 94 95 91 92 92 FE N C E FEN C E PAT H TE FENC E FE N C E FE N C E FEN C E FENC E FEN C E FEN C E LI N E O F F E N C E P O S T S DITCH KE R B FENCE FENCE FENC E FEN C E 900 Ø S T O R M C U L V E R T Cable STR E A M STR E A M STR E A M LA N E LA N E LA N E KERB KERB DROP K E R B KERB KERB KERB DROP K E R B KERB FENCE KERB FENCE FENCE KERB TE KERB KERB WALL WALL WALL WALL KERB KERB DROP KERB KERB DROP KERB KERB KERB KE R B KE R B KERB KERB DROP KE R B KERB KERB KERB KERB FENCE FE N C E KERB KER B KE R B DR O P K E R B KE R B KE R B KE R B KE R B KE R B KE R B KE R B KER B KER B TE TE WALL WAL L FOOTPATH FO O T P A T H FOO T P A T H FO O T P A T H FO O T P A T H DITC H FENCE FENCE DWELLING DWELLING DWELLING DWELLING DWELLING ASS U M E D L I N E O F C U L V E R T ASS U M E D L I N E O F C U L V E R T GAS FH FH TP Mkr Mkr Mkr Mkr 92.10 90.98 MH CL 93.52 MH CL 92.65 MH CL 93.31 MH CL 93.00 MH CL 92.58 MH CL 92.93MH CL 92.98 MH CL 93.48MH CL 93.32 MH CL 93.55 MH CL 93.41 MH CL 92.65 MH CL 94.68 MH CL 94.85 MH CL 92.98 MH CL 92.97 MH CL 93.75 MH CL 93.71 MH CL 93.45 MH CL 93.12 MH CL 92.92 MH CL 93.41 MH CL 93.16 MH CL 92.89 MH IL 90.90MH CL 92.35 CL 92.32 MH IL 88.85 CL 91.45 WM WM WM WM WM WM LP LP LP LP LP EP EP EP EP 94.68 95.19 CBOX CBOX CBOX CBOX CBOX IC CL93.27 IC CL93.20IC CL94.67 IC CL93.61 IC CL93.08 93.19 92.95 92.80 92.73 92.70 92.70 92.72 92.76 92.86 93.13 93.47 93.84 94.24 94.45 94.69 94.98 95.28 95.63 93.20 92.95 92.80 92.73 92.70 92.70 92.73 92.78 92.87 93.12 93.51 93.91 94.28 94.58 94.88 95.18 95.45 95.81 93.67=FL 93.88=FL 93.48=FL 93.53=FL 93.37=FL MH CL 92.85 96.17=EL 99.24=EL 99.51=EL 99.12=EL 98.97=EL 99.22=EL 96.13=EL 95.77=EL 97.51=RL 102.94=RL 103.72=RL 102.95=RL 103.65=RL 102.51=RL 98.99=RL 96.03=TOW 97.98=TOW 90.0 3 = T O W SVSV SV SV 92.45 93.02 93.52 90.51 90.58 90.56 90.55 90.74 90.85 91.26 91.22 91.60 91.73 94.74 92.92 93.15 89.82 89.75 89.78 89.95 90.62 90.51 90.4090.50 90.56 90.50 91.14 90.90 90.81 90.64 90.68 89.87 G G G G G G G G G G G G G G G G Post Post Post Post Post Post Post Post Post 92.22 = I L 92.20=IL 92.25=IL 91.77=IL 91.98=IL 92.4 3 = I L 92.31=IL 89.0 1 = I L 88.82=IL 88.97=IL STN2 Z 92.845 STN1 Z 92.528 STN10 Z 93.978 STN10 Z 93.978 STN11 Z 93.117 STN3 Z 90.809 RS RS O/H O/H O/H 95.38 95.35 94 . 9 2 94 . 7 0 94 . 3 1 94 . 2 2 95.88 95.98 92.8 6 93.06 92.90 92.82 92.70 92.8 6 92.94 93.16 92.81 91.4 4 91.4 4 93.97 93.84 93.52 93.46 93.18 93.10 92.87 92.92 92.83 92.54 92.59 92.74 92.67 92.48 92.57 92.79 93.06 93.29 93.39 92.65 92.60 92.64 92.72 90.65 90.68 90.98 91.39 91.84 92.25 92.61 96.09 95.24 95.09 95.60 95.42 94.76 94.60 95.03 95.01 94.74 94.30 94.26 94.34 93.36 93.43 94.52 94.69 93.70 93.70 93.96 93.77 93.68 93.6093.56 93.58 93.57 93.45 93.31 93.38 93.25 93.22 93.1693.17 93.1693.19 93.06 93.00 92.99 92.86 92.80 92.83 92.78 92.59 92.53 92.56 92.51 92.67 90.63 90.50 90.64 91.16 90.94 90.75 92.59 93.26 93.96 93.83 93.15 93.38 93.37 93.36 93.34 92.72 92.27 91.80 91.82 91.86 91.65 91.26 91.21 91.25 91.33 91.59 91.8592.53 92.92 92.50 92.08 91.87 91.64 91.25 91.31 91.19 90.99 90.51 91.09 91.27 91.35 91.40 91.22 91.16 90.64 91.06 91.22 91.15 90.69 90.38 90.24 90.16 90.15 90.03 93.91 93.50 93.91 94.94 94.67 95.30 95.07 93.34 93.62 94.42 93.59 93.92 93.56 93.52 93.03 92.88 92.85 92.79 92.59 92.56 92.38 93.00 92.67 93.68 93.83 94.15 94.47 92.61 92.42 92.70 93.19 90.72 90.72 90.99 91.29 91.10 91.03 91.01 91.97 91.97 92.0492.24 92.49 92.51 91.94 91.65 91.09 91.28 91.69 91.74 92.01 92.19 91.17 90.82 90.95 91.26 91.20 91.04 90.88 90.71 90.63 90.45 90.56 90.33 90.69 91.01 91.07 91.34 91.06 90.85 91.27 91.61 91.94 91.89 92.04 91.41 91.34 91.04 91.84 91.91 92.03 92.25 92.38 92.14 92.13 92.22 92.10 92.30 92.46 93.41 91.15 91.97 91.45 91.64 92.01 93.02 93.07 91.61 91.51 91.28 91.11 91.37 91.43 91.65 91.45 91.42 91.92 91.53 91.68 92.06 91.82 92.22 92.33 92.59 92.25 92.86 92.08 91.69 91.29 90.80 91.21 91.24 90.95 91.02 91.11 91.38 91.00 90.80 91.26 91.73 92.56 90.58 90.76 90.88 90.93 91.47 91.38 90.92 91.53 90.56 90.46 90.17 90.23 90.55 90.53 90.60 90.37 90.40 90.53 90.58 91.05 90.41 90.11 90.06 90.09 90.22 90.21 90.16 90.13 89.97 90.14 90.29 90.30 90.47 90.26 90.2889.80 90.2889.77 90.3789.84 90.20 90.18 90.19 89.99 90.10 90.07 89.86 90.06 90.00 89.96 89.82 89.89 90.20 LP LP G G LP LP LP TE ESB GARAGE GARAGE GARAGE GARAGE GARAGE OVE R H A N G FENCE FENCE FEN C E FEN C E FEN C E FENC E FENCE FENCE FENCE FENCE 818800N 818810N 818800N 818810N FE N C E FE N C E 900 Ø S T O R M C U L V E R T Cable STR E A M STR E A M STR E A M DROP KERB FOOTPATH 89.88=Water Level 89.56=Water Level XS01 XS02 XS03 95.63 95.81 90.0 3 = T o p o f 9 7 5 Ø C o n c . P i p e 89.82 89.75 89.78 89.95 89.87 Post Post 88.7588.67 88.94 88.68 89.00 89.02=Pipe88.84 89.4189.32 88.97=IL STN22 Z 91.036 Datum= 88.00m Culvert Outlet 89.08 89.23 89.04 89.20 89.44 89.39 89.42 89.56 90.35 90.49 91.56 89.59 89.74 91.4 4 91.4 5 96.09 95.24 North 92.45 92.35 92.53 92.80 91.80 91.50 91.20 90.90 90.80 A004 YY A004 XX A004 25. 6 m 13.0 m 11.4 m 7.7 m 8.1 m 21. 8 m 26. 2 m 25. 8 m 4.7 m 12.5 m 16. 6 m 13.2 m 12.4 m 9.0 m 18 . 6 m 9.3 m 11.8 m 17. 9 m 11 . 0 m 32. 2 m 34. 8 m 33. 9 m 28 . 7 m 59. 0 m 14 . 6 m 7.8 m 91.90 91.60 91.60 91.50 92.10 92.30 93.02 92.50 92.20 92.00 91.90 91.65 91.50 91.50 90.70 90.31 C 38.2 m 16.8 m 16 . 6 m 33.4 m 2.8 m Geotextile Grass Pavers to Allow for Maintenance Veichles to be Provided As per 5.3.8 & 5.7 of Wastewater COP Pumping Station to be designed to Wastewater COP Part 5 Standards Pumping Station to be 15m away from Nearest Habital Boundary as per 5.5 of Wastewater COP New Footpath Layout 2.4m High Palisade Fence as per 5.6 of Wastewater COP Playground Area Moved EXISTING OUTFALL S1.013 PROPOSED GRAF ECOBLOCK STORAGE OR SIMILAR APPROVED, 245m3 CAPACITY AT ALLOWABLE OUTFLOW OF 4.68l/s/ha KLARGESTER BYPASS SEPARATOR NSBE010 OR SIMILAR APPROVED SW20 S23 CL 90.60 IL 89.025 MANHOLE WITH ORIFICE PLATE S9 S11 G10 G9 G11 G12 S1.004 Ø225mm - 1:296 S1.005 Ø225mm - 1:297 S1.006 Ø225mm - 1:83 S1.007 Ø225mm - 1:74 S1.008 Ø225mm - 1:154 S1.010 Ø225mm - 1:140 S1.011 Ø300mm - 1:426 S1.000 Ø225mm - 1:298 S1.001 Ø225mm - 1:298 S1.002 Ø225mm - 1:298 S1 CL 91.50 IL 90.675 S5 CL 92.40 IL 90.403 S OUTFALL CL 91.00 IL 89.022 S2.005 Ø300mm - 1:111 G37 G38 G35 G36 G34 G33 G32 G31 G30 G29 G19 G16 G17 G14 G15 G13 G6 G5 G7 G8 G3 G4 G1 G2 G25 G24 S1.012 Ø300mm - 1:298 S1.003 Ø225mm - 1:298 S2.000 Ø225mm - 1:62 S2.001 Ø225mm - 1:109 S2.002 Ø225mm - 1:112 S2.003 Ø225mm - 1:72 S2.004 Ø300mm - 1:427 S AJ1 S AJ2 S AJ3 S AJ4 S AJ5 S AJ6 S AJ7 S AJ8 S AJ9 S AJ10 S AJ11 S AJ12 S AJ13 S AJ14 S AJ15 S AJ16 S AJ17 S AJ18 S AJ19 S AJ20 S AJ21 S AJ22 S AJ23 S AJ24 S AJ25 S AJ26 S AJ27 S AJ28 S AJ29 S AJ30 S AJ31 S AJ32 S AJ33 S AJ34 S2 CL 92.00 IL 90.595 S3 CL 92.30 IL 90.494 S6 CL 92.15 IL 90.25 S7 CL 91.95 IL 90.205 S8 CL 91.10 IL 89.675 S9 CL 90.85 IL 89.425 S10 CL 90.75 IL 89.25 S11 CL 90.70 IL 89.20 S12 CL 90.60 IL 89.10 S13 CL 93.71 IL 92.36 S14 CL 93.00 IL 91.65 S15 CL 92.85 IL 91.425 S16 CL 92.45 IL 91.025 S17 CL 91.97 IL 90.47 S19 CL 91.90 IL 90.399 S20 CL 91.55 IL 90.125 S21 CL 90.60 IL 89.30 S22 CL 90.60 IL 89.285 S2.006 Ø300mm - 1:95 S1.009 Ø225mm - 1:297 G18 S1.014 Ø375mm - 1:500 A A B B C C PLA N V I E W : 1:75 2871 2871 COUP L I N G S 100m m Ø D I F O R R I S I N G M A I N & 80mm D I F O R R I S I N G D R A I N CAST I N I N P U M P C H A M B E R 138m m C / W F O R 100mm u P V C ELECT R I C A L D U C T S 250mm D I R E T U R N FROM S T O R A G E T A N K TO PU M P C H A M B E R 250mm D I O V E R F L O W P I P E FROM I N L E T M A N H O L E T O STOR A G E T A N K 271mm C / W F O R 225m m u P V C INLET 250mm D I P I P E FROM I N L E T MANH O L E T O P U M P CHAM B E R 675 675 600 1420 820 DROP M A N H O L E AS PE R I R I S H W A T E R STD-W W - 1 2 W I T H 225mm Ø I N L E T u P V C PIPE D D 80mm Ø D I R I S I N G MAINS& 80m m Ø D I DRAI N S 550 1.5Ø I N L E T M A N H O L E 675 1010 500 1700 1010 500 4720 1010 500 1700 500 4000 500 4000 500 1010 13720 800 2220 1320 0 4200 4210 4410 4840 675 8360 NET S T O R A G E BELO W T W L = 85 . 0 4 4 m 3 01 02 03 04 05 06 07 08 10 14 16 15 17 18 19 20 21 22 23 24 25 26 27 28 33 34 35 32 38 39 09 29 30 31 11 12 13 37 36 Legend: Site Boundary Existing Storm Drainage Proposed Storm Drainage Phase 1 Proposed Storm Manhole Phase 1 Gully Connection Phase 1 Proposed Storm Drainage Phase 2 Proposed Storm Manhole Phase 2 Gully Connection Phase 2 Existing Culvert Proposed Culvert Proposed Culvert Manhole Road Construction to Appendix 7/1 Notes: Headwalls To Be Constructed To RCD/500/53. Information on existing public and private utilities has been provided by the utility providers. No warranty is given as to the accuracy or completeness of this information. The Contractor is to consult with all public and private utility providers prior to commencement of works and satisfy himself as to the exact position and location of all existing utilities. S1 S15 CU5 NOTES:- This is a Pre Planning Draft proposal drawing only and is therefore limited in its capacity to convey the total information, details & specification necessary to complete the works. Any work carried out that is not covered here will be the responsibility of the persons carrying them out. If any situation arises which would cause a contravention of the building regulations, then the Engineer should be consulted, otherwise the Engineer cannot be held responsible. As this drawing is prepared as a Pre Planning Draft Proposal drawing only, it is strongly recommended that the Engineer be consulted for the preparation of full working drawings. It is solely the clients responsibility to appoint a Qualified Engineer to supervise the project during the construction stage and to prepare structural working drawings for the builder. ALL WORK AND MATERIALS ARE TO BE IN ACCORDANCE WITH THE CURRENT BUILDING REGULATIONS WHETHER DETAILED ON THIS DRAWING OR NOT. All dimensions to be taken on site. Do not scale any dimensions from this drawing. This drawing is to be read in conjunction with all other relevant drawings and specifications etc that are issued. This drawing remains the copyright of Coyle Civil & Structural and may not be copied or reproduced without written consent. No. 3 High Street, Monaghan Town, E-mail: info@coylecs.ie Tel: 047-72175 Website: www.coylecs.ie Co. Monaghan. H18 X635 Project: Client: Sheet Title: Project No.: Drawing No.:Rev:Scale: Date: Checked: Watermains Layout 18/06/2623-037 Raven Devlopment Ltd. DR 001 Uisce Éireann application for a 39 no. residental development at Castleblayney, Co. Monaghan B Storm Drainage Layout REC E I V E D : 1 1 / 0 8 / 2 0 2 6 89.00=IL 93 90 90 90 90 90 90 90 91 9191 91 91 91 91 91 91 91 92 92 91 91 91 92 92 92 91 91 92 92 93 93 92 91 92 92 92 92 92 92 92 92 93 93 919191 91 90 90 90 90 91 91 91 91 91 93 92 93 93 92 92 92 92 92 94 95 91 92 92 FE N C E FEN C E PAT H TE FENC E FE N C E FE N C E FEN C E FENC E FEN C E FEN C E LI N E O F F E N C E P O S T S DITCH KE R B FENCE FENCE FENC E FEN C E 900 Ø S T O R M C U L V E R T Cable STR E A M STR E A M STR E A M LA N E LA N E LA N E KERB KERB DROP K E R B KERB KERB KERB DROP K E R B KERB FENCE KERB FENCE FENCE KERB TE KERB KERB WALL WALL WALL WALL KERB KERB DROP KERB KERB DROP KERB KERB KERB KE R B KE R B KERB KERB DROP KE R B KERB KERB KERB KERB FENCE FE N C E KERB KER B KE R B DR O P K E R B KE R B KE R B KE R B KE R B KE R B KE R B KE R B KER B KER B TE TE WALL WAL L FOOTPATH FO O T P A T H FOO T P A T H FO O T P A T H FO O T P A T H DITC H FENCE FENCE DWELLING DWELLING DWELLING DWELLING DWELLING ASS U M E D L I N E O F C U L V E R T ASS U M E D L I N E O F C U L V E R T GAS FH FH TP Mkr Mkr Mkr Mkr 92.10 90.98 MH CL 93.52 MH CL 92.65 MH CL 93.31 MH CL 93.00 MH CL 92.58 MH CL 92.93MH CL 92.98 MH CL 93.48MH CL 93.32 MH CL 93.55 MH CL 93.41 MH CL 92.65 MH CL 94.68 MH CL 94.85 MH CL 92.98 MH CL 92.97 MH CL 93.75 MH CL 93.71 MH CL 93.45 MH CL 93.12 MH CL 92.92 MH CL 93.41 MH CL 93.16 MH CL 92.89 MH IL 90.90MH CL 92.35 CL 92.32 MH IL 88.85 CL 91.45 WM WM WM WM WM WM LP LP LP LP LP EP EP EP EP 94.68 95.19 CBOX CBOX CBOX CBOX CBOX IC CL93.27 IC CL93.20IC CL94.67 IC CL93.61 IC CL93.08 93.19 92.95 92.80 92.73 92.70 92.70 92.72 92.76 92.86 93.13 93.47 93.84 94.24 94.45 94.69 94.98 95.28 95.63 93.20 92.95 92.80 92.73 92.70 92.70 92.73 92.78 92.87 93.12 93.51 93.91 94.28 94.58 94.88 95.18 95.45 95.81 93.67=FL 93.88=FL 93.48=FL 93.53=FL 93.37=FL MH CL 92.85 96.17=EL 99.24=EL 99.51=EL 99.12=EL 98.97=EL 99.22=EL 96.13=EL 95.77=EL 97.51=RL 102.94=RL 103.72=RL 102.95=RL 103.65=RL 102.51=RL 98.99=RL 96.03=TOW 97.98=TOW 90.0 3 = T O W SVSV SV SV 92.45 93.02 93.52 90.51 90.58 90.56 90.55 90.74 90.85 91.26 91.22 91.60 91.73 94.74 92.92 93.15 89.82 89.75 89.78 89.95 90.62 90.51 90.4090.50 90.56 90.50 91.14 90.90 90.81 90.64 90.68 89.87 G G G G G G G G G G G G G G G G Post Post Post Post Post Post Post Post Post 92.22 = I L 92.20=IL 92.25=IL 91.77=IL 91.98=IL 92.4 3 = I L 92.31=IL 89.0 1 = I L 88.82=IL 88.97=IL STN2 Z 92.845 STN1 Z 92.528 STN10 Z 93.978 STN10 Z 93.978 STN11 Z 93.117 STN3 Z 90.809 RS RS O/H O/H O/H 95.38 95.35 94 . 9 2 94 . 7 0 94 . 3 1 94 . 2 2 95.88 95.98 92.8 6 93.06 92.90 92.82 92.70 92.8 6 92.94 93.16 92.81 91.4 4 91.4 4 93.97 93.84 93.52 93.46 93.18 93.10 92.87 92.92 92.83 92.54 92.59 92.74 92.67 92.48 92.57 92.79 93.06 93.29 93.39 92.65 92.60 92.64 92.72 90.65 90.68 90.98 91.39 91.84 92.25 92.61 96.09 95.24 95.09 95.60 95.42 94.76 94.60 95.03 95.01 94.74 94.30 94.26 94.34 93.36 93.43 94.52 94.69 93.70 93.70 93.96 93.77 93.68 93.6093.56 93.58 93.57 93.45 93.31 93.38 93.25 93.22 93.1693.17 93.1693.19 93.06 93.00 92.99 92.86 92.80 92.83 92.78 92.59 92.53 92.56 92.51 92.67 90.63 90.50 90.64 91.16 90.94 90.75 92.59 93.26 93.96 93.83 93.15 93.38 93.37 93.36 93.34 92.72 92.27 91.80 91.82 91.86 91.65 91.26 91.21 91.25 91.33 91.59 91.8592.53 92.92 92.50 92.08 91.87 91.64 91.25 91.31 91.19 90.99 90.51 91.09 91.27 91.35 91.40 91.22 91.16 90.64 91.06 91.22 91.15 90.69 90.38 90.24 90.16 90.15 90.03 93.91 93.50 93.91 94.94 94.67 95.30 95.07 93.34 93.62 94.42 93.59 93.92 93.56 93.52 93.03 92.88 92.85 92.79 92.59 92.56 92.38 93.00 92.67 93.68 93.83 94.15 94.47 92.61 92.42 92.70 93.19 90.72 90.72 90.99 91.29 91.10 91.03 91.01 91.97 91.97 92.0492.24 92.49 92.51 91.94 91.65 91.09 91.28 91.69 91.74 92.01 92.19 91.17 90.82 90.95 91.26 91.20 91.04 90.88 90.71 90.63 90.45 90.56 90.33 90.69 91.01 91.07 91.34 91.06 90.85 91.27 91.61 91.94 91.89 92.04 91.41 91.34 91.04 91.84 91.91 92.03 92.25 92.38 92.14 92.13 92.22 92.10 92.30 92.46 93.41 91.15 91.97 91.45 91.64 92.01 93.02 93.07 91.61 91.51 91.28 91.11 91.37 91.43 91.65 91.45 91.42 91.92 91.53 91.68 92.06 91.82 92.22 92.33 92.59 92.25 92.86 92.08 91.69 91.29 90.80 91.21 91.24 90.95 91.02 91.11 91.38 91.00 90.80 91.26 91.73 92.56 90.58 90.76 90.88 90.93 91.47 91.38 90.92 91.53 90.56 90.46 90.17 90.23 90.55 90.53 90.60 90.37 90.40 90.53 90.58 91.05 90.41 90.11 90.06 90.09 90.22 90.21 90.16 90.13 89.97 90.14 90.29 90.30 90.47 90.26 90.2889.80 90.2889.77 90.3789.84 90.20 90.18 90.19 89.99 90.10 90.07 89.86 90.06 90.00 89.96 89.82 89.89 90.20 LP LP G G LP LP LP TE ESB GARAGE GARAGE GARAGE GARAGE GARAGE OVE R H A N G FENCE FENCE FEN C E FEN C E FEN C E FENC E FENCE FENCE FENCE FENCE 818800N 818810N 818800N 818810N FE N C E FE N C E 900 Ø S T O R M C U L V E R T Cable STR E A M STR E A M STR E A M DROP KERB FOOTPATH 89.88=Water Level 89.56=Water Level XS01 XS02 XS03 95.63 95.81 90.0 3 = T o p o f 9 7 5 Ø C o n c . P i p e 89.82 89.75 89.78 89.95 89.87 Post Post 88.7588.67 88.94 88.68 89.00 89.02=Pipe88.84 89.4189.32 88.97=IL STN22 Z 91.036 Datum= 88.00m Culvert Outlet 89.08 89.23 89.04 89.20 89.44 89.39 89.42 89.56 90.35 90.49 91.56 89.59 89.74 91.4 4 91.4 5 96.09 95.24 North 92.45 92.35 92.53 92.80 91.80 91.50 91.20 90.90 90.80 A004 YY A004 XX A004 25. 6 m 13.0 m 11.4 m 7.7 m 8.1 m 21. 8 m 26. 2 m 25. 8 m 4.7 m 12.5 m 16. 6 m 13.2 m 12.4 m 9.0 m 18 . 6 m 9.3 m 11.8 m 17. 9 m 11 . 0 m 32. 2 m 34. 8 m 33. 9 m 28 . 7 m 59. 0 m 14 . 6 m 7.8 m 91.90 91.60 91.60 91.50 92.10 92.30 93.02 92.50 92.20 92.00 91.90 91.65 91.50 91.50 90.70 90.31 C 38.2 m 16.8 m 16 . 6 m 33.4 m 2.8 m A A B B C C PLA N V I E W : 1:75 2871 2871 COUP L I N G S 100m m Ø D I F O R R I S I N G M A I N & 80mm D I F O R R I S I N G D R A I N CAST I N I N P U M P C H A M B E R 138m m C / W F O R 100mm u P V C ELECT R I C A L D U C T S 250mm D I R E T U R N FROM S T O R A G E T A N K TO PU M P C H A M B E R 250mm D I O V E R F L O W P I P E FROM I N L E T M A N H O L E T O STOR A G E T A N K 271mm C / W F O R 225m m u P V C INLET 250mm D I P I P E FROM I N L E T MANH O L E T O P U M P CHAM B E R 675 675 600 1420 820 DROP M A N H O L E AS PE R I R I S H W A T E R STD-W W - 1 2 W I T H 225mm Ø I N L E T u P V C PIPE D D 80mm Ø D I R I S I N G MAINS& 80m m Ø D I DRAI N S 550 1.5Ø I N L E T M A N H O L E 675 1010 500 1700 1010 500 4720 1010 500 1700 500 4000 500 4000 500 1010 13720 800 2220 1320 0 4200 4210 4410 4840 675 8360 NET S T O R A G E BELO W T W L = 85 . 0 4 4 m 3 01 02 03 04 05 06 07 08 10 14 16 15 17 18 19 20 21 22 23 24 25 26 27 28 33 34 35 32 38 39 09 29 30 31 11 12 13 37 36 F1 CL 93.77 IL 92.72 F2 F1.010 OUTFALL TO APPROVED PUMPING STATION Ø225mm - uPVC - 1:229 4.000 FOUL RISING MAIN PE Ø90mm OD 4.000 FOUL RISING MAIN PE Ø90mm OD F1.003 Ø225mm - uPVC - 1:100 F1.004 Ø225mm - uPVC - 1:232 F1.005 Ø225mm - uPVC - 1:232 F1.006 Ø225mm - uPVC - 1:232 F1.007 Ø225mm - uPVC - 1:166 F1.008 Ø225mm - uPVC - 1:226 F2.006 Ø225mm - uPVC - 1:229 F2.005 Ø225mm - uPVC - 1:229 F2.004 Ø225mm - uPVC - 1:229F2.003 Ø225mm - uPVC - 1:229 F2.002 Ø225mm - uPVC - 1:97 F1.002 Ø150mm - uPVC - 1:64 F1.001 Ø150mm - uPVC - 1:64 F1.000 Ø150mm - uPVC - 1:78 F2.001 Ø225mm - uPVC - 1:220 F2.000 F1.009 Ø225mm - uPVC - 1:226 F3.002 Ø225mm - uPVC - 1:220 PUMPING STATION CL 91.50 IL 89.186 Proposed rising man to connect to existing Uisce Éireann rising main F11 Existing flow into Dundalk PS to be diverted into new proposed foul drainage. F AJ1 F AJ2 F AJ3 F AJ4 F AJ5 F AJ6 F AJ7 F AJ8 F AJ9 F AJ10 F AJ11 F AJ12 F AJ13 F AJ14 F AJ15 F AJ16 F AJ17 F AJ18 F AJ19 F AJ20 F AJ34 F AJ33 F AJ32 F AJ31 F AJ30 F AJ29 F AJ28 F AJ21 F AJ22 F AJ23 F AJ24 F AJ25 F AJ26 F AJ27 RODDING CHAMBER as per IW STD-WW-35 F3.001 Ø225mm - uPVC - 1:220 F3.000 Ø225mm - uPVC - 1:220 Existing Dundalk Rd PS to be decommissioned F2 CL 93.00 IL 92.07 F3 CL 92.80 IL 91.75 F4 CL 92.53 IL 91.405 F5 CL 92.45 IL 91.175 F6 CL 92.35 IL 91.052 F7 CL 92.20 IL 90.984 F8 CL 92.10 IL 90.922 F9 CL 91.90 IL 90.775 F10 CL 91.65 IL 90.675 F21 CL 91.50 IL 89.199 F19 CL 90.85 IL 89.339 F18 CL 90.78 IL 89.482 F17 CL 91.00 IL 89.611 F16 CL 91.80 IL 90.174 F15 CL 92.57 IL 90.345 F14 CL 92.20 IL 90.532 F13 CL 91.90 IL 90.647 F20 CL 91.00 IL 89.272 F12 CL 91.60 IL 90.775 Legend: Site Boundary Existing Foul Drainage Proposed Foul Drainage Phase 1 Proposed Foul Manhole Phase 1 Service Connection Phase 1 Proposed Foul Drainage Phase 2 Proposed Foul Manhole Phase 1 Service Connection Phase 1 Road Construction to Appendix 7/1 Notes: All Foul Drainage To Be Constructed In Accordance With Irish Water Requirements. Foul sewer pipe materials; the specification of which shall be in accordance with Section 3.13 of IW Wastewater Code of Practice. Contractor can use 1.Concrete 2.Thermoplastic Structured Wall Pipes 3.Unplasticised PVC Rising Main Pipe Material to be Polyethyle the specification of which shall be in accordance with Section 3.14 of IW Wastewater Code of Practice. All Building Connections To Be Left Temporarily Blank Unit Buildings Are Constructed. Information on existing public and private utilities has been provided by the utility providers. No warranty is given as to the accuracy or completeness of this information. The Contractor is to consult with all public and private utility providers prior to commencement of works and satisfy himself as to the exact position and location of all existing utilities. F1 F15 NOTES:- This is a Pre Planning Draft proposal drawing only and is therefore limited in its capacity to convey the total information, details & specification necessary to complete the works. Any work carried out that is not covered here will be the responsibility of the persons carrying them out. If any situation arises which would cause a contravention of the building regulations, then the Engineer should be consulted, otherwise the Engineer cannot be held responsible. As this drawing is prepared as a Pre Planning Draft Proposal drawing only, it is strongly recommended that the Engineer be consulted for the preparation of full working drawings. It is solely the clients responsibility to appoint a Qualified Engineer to supervise the project during the construction stage and to prepare structural working drawings for the builder. ALL WORK AND MATERIALS ARE TO BE IN ACCORDANCE WITH THE CURRENT BUILDING REGULATIONS WHETHER DETAILED ON THIS DRAWING OR NOT. All dimensions to be taken on site. Do not scale any dimensions from this drawing. This drawing is to be read in conjunction with all other relevant drawings and specifications etc that are issued. This drawing remains the copyright of Coyle Civil & Structural and may not be copied or reproduced without written consent. No. 3 High Street, Monaghan Town, E-mail: info@coylecs.ie Tel: 047-72175 Website: www.coylecs.ie Co. Monaghan. H18 X635 Project: Client: Sheet Title: Project No.: Drawing No.:Rev:Scale: Date: Checked: Watermains Layout 18/06/2623-037 Raven Devlopment Ltd. DR 001 Uisce Éireann application for a 39 no. residental development at Castleblayney, Co. Monaghan B Foul Drainage Layout REC E I V E D : 1 1 / 0 8 / 2 0 2 6 Raven Plant Hire Watermain & Drainage Design Report Coyle Civil & Structural Ltd July 2026 23-037 11 Appendix B (Drainage Schedules) REC E I V E D : 1 1 / 0 8 / 2 0 2 6 Document Ref; Surface drainage.xlsx Castleblayney Pipe Network and Chamber Schedules Project:Castleblayney Schedule Rev.:P03 Issued;Checked;Approved; Zone:-Drawing Ref.:P03 Name MJ MJ MB Description:Surface Drainage (including rev.)-Date 11/05/2026 11/05/2026 11/05/2026 Network:Surface Drainage Area:- Network Pipe Ref. Length (m) Gradient (1:xxx) Internal Dia. (mm) Bedding Type1 Chamber Ref. Chamber Type Pipe Invert Level (mAOD) Cover Level (mAOD) Pipe Cover Depth (m) Chamber Ref. Pipe Invert Level (mAOD) Cover Level (mAOD) Pipe Cover Depth (m)Notes S1.000 23.850 298.1 225 Type S S1 Type C 90.675 91.500 0.600 S2 90.595 92.000 1.180 S1.001 30.119 298.1 225 Type S S2 Type C 90.595 92.000 1.180 S3 90.494 92.300 1.581 S1.002 27.121 298.1 225 Type S S3 Type C 90.494 92.300 1.581 S4 90.403 92.950 2.322 S1.003 31.383 298.1 225 Type S S4 Type C 90.403 92.950 2.322 S5 90.298 92.400 1.877 S1.004 14.204 295.9 225 Type S S5 Type C 90.298 92.400 1.877 S6 90.250 92.150 1.675 S1.005 13.370 297.1 225 Type S S6 Type C 90.250 92.150 1.675 S7 90.205 91.950 1.520 S1.006 43.855 82.7 225 Type S S7 Type C 90.205 91.950 1.520 S8 89.675 91.100 1.200 S1.007 18.458 73.8 225 Type S S8 Type C 89.675 91.100 1.200 S9 89.425 90.850 1.200 S1.008 15.382 153.8 225 Type S S9 Type C 89.425 90.850 1.200 S10 89.325 90.750 1.200 S1.009 14.825 296.5 300 Type S S10 Type C 89.250 90.750 1.200 S11 89.200 90.700 1.200 S1.010 14.020 140.2 300 Type S S11 Type C 89.200 90.700 1.200 S12 89.100 90.600 1.200 S1.011 9.377 426.2 300 Type S S12 Type C 89.100 90.600 1.200 S21 89.078 90.600 1.222 S2.000 44.088 62.1 225 Type S S13 Type C 92.360 93.710 1.125 S14 91.650 93.000 1.125 S2.001 24.612 109.4 225 Type S S14 Type C 91.650 93.000 1.125 S15 91.425 92.850 1.200 S2.002 44.767 111.9 225 Type S S15 Type C 91.425 92.850 1.200 S16 91.025 92.450 1.200 S2.003 34.692 72.3 225 Type S S16 Type C 91.025 92.450 1.200 S17 90.545 91.970 1.200 S2.004 30.479 427.1 300 Type S S17 Type C 90.470 91.970 1.200 S19 90.399 91.900 1.201 S2.005 38.617 110.8 300 Type S S19 Type C 90.399 91.900 1.201 S20 90.050 91.550 1.200 S2.006 60.899 95.0 300 Type S S20 Type C 90.125 91.550 1.125 S21 89.484 90.600 0.816 S1.012 4.468 297.9 300 Type S S21 Type C 89.300 90.600 1.000 S22 89.285 90.600 1.015 S1.013 14.606 79.0 300 Type S S22 Type C 89.285 90.600 1.015 S23 89.100 90.600 1.200 PROPOSED GRAF ECOBLOCK STORAGE OR SIMILAR APPROVED, 245m3 CAPACITY AT ALLOWABLE OUTFLOW OF 4.68l/s/ha S1.014 1.539 500.6 375 Type S S23 N/A 89.025 90.600 1.200 Outfall 89.022 91.000 1.603 OOUTFALL TO EXISTING WATERCOURSE Notes 1. All covers to new chambers shall be positioned to be opened and the chamber accessed without obstruction. Chamber covers to be orientated to avoid obstructing access where located in close proximity to a safety barrier, where applicable. 2. All man entry chambers shall have access arranged such that the user faces oncoming traffic when entering and exiting. 3. Pipe Cover Depth is distance between finished ground surface level and pipe soffit level. Pipe Details Upstream Downstream Su r f a c e D r a i n a g e C:\Users\Martin.Jancek\Desktop\Desktop\2. Peter Coyle\2026-05 Church Heath Castleblayney\Surface drainage.xlsx Sheet 1 of 1 REC E I V E D : 1 1 / 0 8 / 2 0 2 6 Document Ref; Foul drainage.xlsx Castleblayney Pipe Network and Chamber Schedules Project:Castleblayney Schedule Rev.:P03 Issued;Checked;Approved; Zone:-Drawing Ref.:P03 Name MJ MJ MB Description:Foul Drainage (including rev.)-Date 12/05/2026 12/05/2026 12/05/2026 Network:Foul Drainage Area:- Network Pipe Ref. Length (m) Gradient (1:xxx) Internal Dia. (mm) Bedding Type1 Chamber Ref. Chamber Type Pipe Invert Level (mAOD) Cover Level (mAOD) Pipe Cover Depth (m)Chamber Ref. Pipe Invert Level (mAOD) Cover Level (mAOD) Pipe Cover Depth (m)Notes F1.000 50.421 77.6 150 Type S F1 STD-WW-10A 92.720 93.770 0.900 F2 92.070 93.000 0.780 F1.001 20.527 64.1 150 Type S F2 STD-WW-10A 92.070 93.000 0.780 F3 91.750 92.800 0.900 F1.002 17.351 64.3 150 Type S F3 STD-WW-10A 91.750 92.800 0.900 F4 91.480 92.530 0.900 F1.003 22.984 99.9 225 Type S F4 STD-WW-10A 91.405 92.530 0.900 F5 91.175 92.450 1.050 F1.004 28.552 231.6 225 Type S F5 STD-WW-10A 91.175 92.450 1.050 F6 91.052 92.350 1.073 F1.005 15.760 231.6 225 Type S F6 STD-WW-10A 91.052 92.350 1.073 F7 90.984 92.200 0.991 F1.006 14.268 231.6 225 Type S F7 STD-WW-10A 90.984 92.200 0.991 F8 90.922 92.100 0.953 F1.007 24.357 165.7 225 Type S F8 STD-WW-10A 90.922 92.100 0.953 F9 90.775 91.900 0.900 F1.008 22.659 226.2 225 Type S F9 STD-WW-10A 90.775 91.900 0.900 F10 90.675 91.650 0.750 F1.009 34.431 226.2 225 Type S F10 STD-WW-10A 90.675 91.650 0.750 F21 90.523 91.500 0.752 F2.000 24.630 182.4 225 Type S F11 STD-WW-10A 92.705 93.830 0.529 F15 91.816 92.570 0.529 F3.000 28.243 220.1 225 Type S F12 STD-WW-10A 90.775 91.600 0.600 F13 90.647 91.900 1.028 F3.001 25.304 220.1 225 Type S F13 STD-WW-10A 90.647 91.900 1.028 F14 90.532 92.200 1.443 F3.002 41.013 220.1 225 Type S F14 STD-WW-10A 90.532 92.200 1.443 F15 90.345 92.570 2.000 F2.001 37.702 220.1 225 Type S F15 STD-WW-10A 90.345 92.570 2.000 F16 90.174 91.800 1.401 F2.002 54.581 96.9 225 Type S F16 STD-WW-10A 90.174 91.800 1.401 F17 89.611 91.000 1.164 F2.003 29.619 229.0 225 Type S F17 STD-WW-10A 89.611 91.000 1.164 F18 89.482 90.780 1.073 F2.004 32.677 229.0 225 Type S F18 STD-WW-10A 89.482 90.780 1.073 F19 89.339 90.850 1.286 F2.005 15.350 229.0 225 Type S F19 STD-WW-10A 89.339 90.850 1.286 F20 89.272 91.000 1.503 F2.006 16.792 229.0 225 Type S F20 STD-WW-10A 89.272 91.000 1.503 F21 89.199 91.500 2.076 F1.010 11.130 229.0 225 Type S F21 STD-WW-10A 89.199 91.500 2.076 PUMPING STATION 89.186 91.500 2.089 F4.000 208.000 N/A 80 Type S PUMPING STATION N/A N/A N/A N/A EXISTING MANHOLE 0.000 N/A N/A Rising Main PE 90mm OD, Outfall to existing rising main Notes 1. All covers to new chambers shall be positioned to be opened and the chamber accessed without obstruction. Chamber covers to be orientated to avoid obstructing access where located in close proximity to a safety barrier, where applicable. 2. All man entry chambers shall have access arranged such that the user faces oncoming traffic when entering and exiting. 3. Pipe Cover Depth is distance between finished ground surface level and pipe soffit level. Pipe Details Upstream Downstream Fo u l D r a i n a g e C:\Users\Martin.Jancek\Desktop\Desktop\2. Peter Coyle\2026-05 Church Heath Castleblayney\Foul drainage.xlsx Sheet 1 of 1 REC E I V E D : 1 1 / 0 8 / 2 0 2 6 Raven Plant Hire Watermain & Drainage Design Report Coyle Civil & Structural Ltd July 2026 23-037 12 Appendix C (Office Plate Flow Restrictor) REC E I V E D : 1 1 / 0 8 / 2 0 2 6 ACO Water Management: Civils + Infrastructure UniclassL7315 EPICJ3413 CI/SfB (52.5) Surface Water Flow Control Systems ACO Q-Brake Vortex and ACO Q-Plate REC E I V E D : 1 1 / 0 8 / 2 0 2 6 3 Contents Introduction to ACO’s surface water control systems 4 Benefits of using a surface water control system 6 ACO Q-Brake Vortex features overview 8 ACO Q-Brake Vortex specification and design process 10 ACO Q-Brake Vortex Installation detail 11 Operation and maintenance recommendations 12 Introduction to ACO Q-Plate 14 REC E I V E D : 1 1 / 0 8 / 2 0 2 6 5 Why choose ACO Q-Brake Vortex? 4 Planning and connection ACO Q-Brake Vortex addresses the planning and connection requirements set out in the Floods and Water Management Act. Where a discharge restriction is in place, ACO Q-Brake Vortex regulates the surface water flow to the specified rate. 4 Tailored performance Each ACO Q-Brake Vortex is tailored to the specific performance requirements of the application providing optimum efficiency within the system. 4 Optimum hydraulic efficiency The mechanism employed within ACO Q-Brake Vortex provides superior hydraulic performance in comparison to traditional flow control systems. 4 Water Authority Approval ACO Q-Brake Vortex has been approved for use by a number of water authorities including Severn Trent, Anglian and Scottish Water. 4 Proven performance ACO Q-Brake Vortex is UK manufactured and has been independently laboratory tested to verified discharge rates. 4 Simplified access and maintenance ACO Q-Brake Vortex has large clear openings making it less prone to blockage. The absence of any loose parts also reduces maintenance requirements. The patented bypass door and emergency drain down facility allows ACO Q-Brake Vortex to be remotely accessed from the surface to allow the upstream system to be independently drained, completely bypassing the inlet. Building Regulations 2000 Section H discourages direct man access to sewer manholes. 4 Reduces total installed cost ACO Q-Brake Vortex allows more flow at lower heads, reducing the need for on-site storage volume requirements and lowering installation costs. 4 Ease of installation Each ACO Q-Brake Vortex unit is custom built to suit the profile of the chamber. Radius fixing options remove the need for additional benching - simplifying installation and reducing cost. 4 MicroDrainage ACO Q-Brake Vortex can be sized and modelled on the latest version of the design software and can be incorporated into the overall hydraulic drainage design. REC E I V E D : 1 1 / 0 8 / 2 0 2 6 6 ACO Q-Brake Vortex Benefits of using a surface water flow control system Storage and the controlled release of clean water into the natural environment is an important aspect of managing surface water in the SuDS approach. The Floods and Water Management Act now gives overall responsibility to the local regulatory body to impose, where appropriate, the discharge rate of a surface water flow control system. ACO’s range of flow control systems can be used in conjunction with ACO’s award-winning attenuation and infiltration system, ACO StormBrixx, to provide a fully integrated storm water control system meeting the requirements of the regulations. This diagram simulates how the ACO StormBrixx system is used to provide storm water attenuation, whilst the ACO Q-Brake Vortex is used to regulate the rate of discharge from the development into the watercourse or sewer network. Compared to the use of traditional flow control systems, the combination of ACO StormBrixx and ACO Q-Brake Vortex can reduce the need for additional upstream storage lowering overall installation and maintenance costs. This benefit is best demonstrated in the example opposite. The conclusion of the example means that upstream storage can be reduced by 11m3 compared to using a traditional flow control system. i For more information on ACO’s award winning attenuation and infiltration system, ACO StormBrixx, please go to www.aco.co.uk. Example: There is a project in Bedford, England with a catchment area of 13,000m2. The project has design criteria of a 1 in 30 year storm and the runoff from the site must not exceed 6.3l/s at a design head of 1.3m. Manhole chamber Flow rate: water discharged at a rate of 6.3l/s Water enters ACO Q-Brake Vortex ACO Q-Brake Vortex Outlet pipe REC E I V E D : 1 1 / 0 8 / 2 0 2 6 9 ACO Q-BRAKE FLOW CONTROL FEATURES OVERVIEW Larger* clear opening, reduces risk of blockage Regulate storm water flows from 2-100 litres per second Remote access cable for emergency drain down Emergency drain down All parts are welded to BS 4872 REC E I V E D : 1 1 / 0 8 / 2 0 2 6 10 ACO Q-Brake Vortex ACO Q-Brake Vortex specification and design process Manufactured from grade 304 stainless steel, each ACO Q-Brake Vortex is individually configured to suit specific performance criteria. Our engineers will use industry standard drainage software and hydraulic design calculations to ensure the system is correctly sized for any project requirement. In order to complete this process and deliver the product options available, please provide the ACO engineers with the following information: 4 The proposed design flow – maximum allowable discharge 4 The proposed design head – invert of outlet pipe to top water level 4 The proposed outlet pipe diameter 4 The proposed type and size of outlet manhole Before production can commerce, ALL of the above information must be verified on ACO’s Contract Review Document issued at the time of order placement. Finished product From this information ACO will size and design the ACO Q-Brake Vortex to meet the design criteria and to suit the proposed surface water application. ACO will supply: 4 Head discharge table & graph 4 ACO Q-Brake Vortex installation details 4 Information for manhole sizing ACO has embraced the concept of ‘value engineering’ – a totally new approach to on-site construction that saves both time and money. ACO will review any design to minimise the total scheme and life cost of a proposal. By utilising ACO’s portfolio of products, it is often possible to remove the need for conventional underground drainage. ACO Water Management Design Services Team Tel: 01462 816666 Email: technical@aco.co.uk ACO Water Management Design Services Team i Micro Drainage Modelling ACO Q-Brake Vortex can be sized and modelled on the latest version of Micro Drainage. REC E I V E D : 1 1 / 0 8 / 2 0 2 6 11 Installation detail Step 1: Construct the chamber that is to house the ACO Q-Brake Vortex flow control. Note that if the chamber has a curved wall (e.g. a concrete ring manhole), the diameter of the chamber should be specified on the order and Contract Review Document for the ACO Q-Brake Vortex flow control unit. Step 2: The base of the chamber must be at a level 200mm below the bottom of the ACO Q-Brake Vortex flow control. When the chamber base is benched, there must be a 200mm deep sump below the bottom of the unit as shown on the sketch. Step 3: Offer the ACO Q-Brake Vortex flow control unit up to the outlet pipe using the lifting eyes where appropriate. Ensure the unit is upright (arrow pointing vertically up). Mark the position of the fixing holes on the chamber wall. Remove the unit and drill fixing holes to suit the M10 bolts supplied with the unit. (Note bolts are Rawlbolt R-XPT-S stainless steel M10 bolts requiring a hole 15mm diameter). Step 4: Place bolts into the drilled holes. Locate the ACO Q-Brake Vortex flow control onto the bolts (again check it is upright). Ensure that the gasket is flat against the wall. Fit the nuts and tighten them to pull the unit against the gasket and seal it against the wall. Step 5: Fix the two wire guide rings (supplied) to the chamber wall, one approx mid height and one just under the access cover. Thread the bypass door lifting wire through the rings. Adjust the length of the wire by fixing the handle in the correct position and cut to length if necessary. i An electronic version of the ACO Q-Brake Vortex installation detail is available to download from the ACO website. Visit www.aco.co.uk. Guide to installing ACO Q-Brake Vortex flow control regulator Inlet Pipe Outlet Chamber Outlet Pipe Bypass door lifting wire Guide ring fixed to wall Sealing gasket Bypass door with float for automatic closure 200mm sump in chamber benchi Guide ring fixed to wall Fixing installation detail for round manhole chambers Fixing installation detail for flat sided manhole chambers Ou t l et Pi pe Ø15mm holes for M10 stainless steel bolts (bolts supplied with Sealing gasket Ø15mm holes for M10 stainless steel bolts (bolts supplied with Sealing gasket Ou t l et Pi pe REC E I V E D : 1 1 / 0 8 / 2 0 2 6 12 ACO Q-Brake Vortex Operation and maintenance recommendations Commissioning the product Before the product is commissioned, the chamber containing the ACO Q-Brake Vortex should be inspected in line with normal practice. Any debris or silt should be removed. Any visible fixing bolts should be checked. If an internal blockage is suspected, the control can be inspected internally and cleaned out by opening the inspection bypass door on the upstream end. The bypass door must be returned to the closed position before the control becomes operational or bolted shut. Frequency of inspection / maintenance Inspections should be carried out at frequent and regular intervals (approximately every 3-6 months). The frequency will depend upon the location and the environment, and should be based on local knowledge. Action is only required in the event of a blockage or suspected blockage. Maintenance plan ACO Q-Brake Vortex flow controls require no routine maintenance although inspections should be carried out at regular intervals (See frequency of inspection / maintenance section). Manual handling ACO Q-Brake Vortex flow controls should be handled in accordance with current legislation and regulations: - The Health and Safety at Work Act 1974 - The Management of Health and Safety at Work Regulations 1999 - The Manual Handling Operations Regulations 1992 Service life ACO Q-Brake Vortex flow controls have no moving parts to wear or fail. Manufactured from grade 304 stainless steel plate they will resist scour, degradation and chemical attack. The unit is designed to easily outlast the drainage system in which it is installed. COSHH ACO Q-Brake Vortex flow controls are manufactured from grade 304 stainless steel. This material is not regarded as hazardous to health and demonstrates no chemical hazard when used for the stated applications. The vortex flow control device shall be supplied by ACO Technologies plc; all materials and components within the scope of this system shall be obtained from this manufacturer. All units shall be manufactured from grade 304 stainless steel incorporating rear mounted remote access bypass and emergency drain down door complete with stainless steel cable and fixings. ACO Q-Brake Vortex is a vortex flow control device designed to suit a design head of #mm and design flow of # litres per second. # Insert information as appropriate NBS Specification ACO Q-Brake Vortex should be specified in section R12. Assistance in completing this clause can be found in the ACO Water Management entry in NBS Plus, or please contact the ACO Water Management Design Services Team. Note: A specification in NBS format is available to download from www.thenbs.com or www.aco.co.uk MODEL SPECIFICATION CLAUSE RECYCLED CONTENT ACO Technologies aims to incorporate as much recycled material or waste material as is practicable in its manufactured products. Typically steel products contain between 25% and 33% recycled content by weight. Therefore the total recycled content of the ACO Brake Vortex will contain be at minimum approximately 25% by weight recycled material. ACO Q-Brake Vortex is intended for a long life with low maintenance, to reduce the need to recycle, but when eventually the product is no longer needed, much of its content can be readily recycled with a very low risk of pollution to the environment. REC E I V E D : 1 1 / 0 8 / 2 0 2 6 g ACO Water Management Civils + Infrastructure Building + Landscape g ACO Building Drainage g ACO Sport g ACO Wildlife ACO Technologies plc ACO Water Management A division of ACO Technologies plc ACO Business Park, Hitchin Road, Shefford, Bedfordshire SG17 5TE Tel: 01462 816666 Fax: 01462 815895 e-mail Enquiries: awmenquiries@aco.co.uk e-mail Sales: customersupport@aco.co.uk e-mail Technical: technical@aco.co.uk website: www.aco.co.uk The ACO Group: A strong family you can depend on. © May 2017 ACO Technologies plc. All reasonable care has been taken in compiling the information in this document. All recommendations and suggestions on the use of ACO products are made without guarantee since the conditions of use are beyond the control of the Company. It is the customer’s responsibility to ensure that each product is fit for its intended purpose, and that the actual conditions of use are suitable. This brochure and any advice is provided by ACO Technologies plc (the Company) free of charge and accordingly on terms that no liability including liability for negligence will attach to the Company or its servants or agents arising out of or in connection with or in relation to this brochure or any such advice. Any goods supplied by the Company will be supplied solely upon its standard conditions of sale, copies of which are available on request. The Company’s policy of continuous product development and improvement renders specifications liable to modification. Information provided in this brochure is therefore subject to change without prior notification. ACO CARES ABOUT THE ENVIRONMENT Printed on material certificated in accordance with the rules of the FSC® who provide a means of assuring that products come from responsibly managed forest. PC21724 REC E I V E D : 1 1 / 0 8 / 2 0 2 6 Raven Plant Hire Watermain & Drainage Design Report Coyle Civil & Structural Ltd July 2026 23-037 13 Appendix D (Pump Station Layout) REC E I V E D : 1 1 / 0 8 / 2 0 2 6 WATER AND WASTE WATER EQUIPMENT ENVIRONMENTAL ENGINEERING NEWRY BT34 2PB, N. IRELAND TEL: +44 (0) 28 302 66616 GREENBANK INDUSTRIAL ESTATE - www.fmewater.com - FM ENVIRONMENTAL LTD. FAX: +44 (0) 28 302 63233 NET STORAGE BELOW TWL = 85.044m³ 335 NET STORAGE BELOW TWL = 85.044m³ 2871 Ø2450 675x675mm CLEAR OPENING ACCESSS COVER SPINDLE TOBY BOX 1400mm x 800mm HINGED ACCESS COVER (INSTALLED BY CIVIL CONTRACTOR) DN250 INTERCONNECTING PIPE WORK DN250 INTERCONNECTING PIPE WORK FLOW FLOW 53 4 4 650 14 1 0 19 4 5 4200 20 0 0 26 5 0 4720 15 4 6 CL 91.500m CL 91.500m CL 91.500mCL 91.500m 45 °45 ° 650 6501150 65 0 IL 87.615m BL 86.356m BL 87.604m TWL 89.179m TWL 89.179m BL 86.156m BL 87.304m Min 300mm Dp ANGULAR FILLED MATERIAL COMPACTED AND READY TO RECEIVE HOLDING TANK 300mm Dp. INSITU REINFORCED CONCRETE BASE SLAB 3No. 100mm DIA CABLE DUCTS 100mm DIA VENT PIPE 100mm DIA VENT PIPE BENCHING AS PER PUMP MANUFACTURER INSTALL BY CIVIL CONTRACTOR AFTER PUMP STOOLS / PIPE WORK HAS BEEN INSTALLED 600mm x 600mm DEEP STEEL FIBRE REINFORCED INSITU CONCRETE HOOP AT BASE WITH H-12 DOWEL BARS @ 300 C/C 250mm Ø DI RETURN PIPE CAST INTO PRECAST WALL C/W KNIFE VALVE AND FLAP VALVE 300x300 HOOP BAND OF REINFORCED CONCRETE AROUND JOINT BY OTHERS 300x300 HOOP BAND OF REINFORCED CONCRETE AROUND JOINT BY OTHERS Ø1500 70 0 IL 89.179mIL 89.179m BL 87.304m BL 87.604m 15 4 6 4200 4720 20 0 0 26 4 5 BL 88.164m 675x675mm CLEAR OPENING ACCESSS COVER 675x675mm CLEAR OPENING ACCESSS COVER Ø1200 Ø1200 250mm OVERFLOW PIPE S/S BAFFLE PLATE BY FME STEP IRONS Min 300mm Dp ANGULAR FILLED MATERIAL COMPACTED AND READY TO RECEIVE HOLDING TANK 300mm Dp. INSITU REINFORCED CONCRETE BASE SLAB 27 1 33 3 6 Ø1790 300x300 HOOP BAND OF REINFORCED CONCRETE AROUND JOINT BY OTHERS 150mm DEPTH COMPACTED BASE CLAUSE 808 (BY CIVIL CONTRACTOR) WET WELL CHAMBER STORAGE TANK STORAGE TANK INLET CHAMBER SECTION VIEW B-B SECTION VIEW A-A 33 9 REC E I V E D : 1 1 / 0 8 / 2 0 2 6 WATER AND WASTE WATER EQUIPMENT ENVIRONMENTAL ENGINEERING NEWRY BT34 2PB, N. IRELAND TEL: +44 (0) 28 302 66616 GREENBANK INDUSTRIAL ESTATE - www.fmewater.com - FM ENVIRONMENTAL LTD. FAX: +44 (0) 28 302 63233 VALVE CHAMBER FLOW SPINDLE TOBY BOX 3" BAUER COUPLER AND Ø80mm VALVE FOR TANKER 80mm DIA PIPE WORK AND VALVES (DUCTILE IRON EN598) 2200mm x 800mm HINGED ACCESS COVER (INSTALLED BY CIVIL CONTRACTOR) 150mm DEPTH COMPACTED BASE CLAUSE 808 (BY CIVIL CONTRACTOR) 2058 DN80 INTERCONNECTING PIPE WORK DN250 INTERCONNECTING PIPE WORK FLOW 150mm DEPTH COMPACTED BASE CLAUSE 808 (BY CIVIL CONTRACTOR) Ø1500 Ø1790 Ø2450 590 200mm CONCRETE BASE SLAB REINFORCED WITH A393 MESH BY CIVIL CONTRACTOR 600mm x 600mm DEEP STEEL FIBRE REINFORCED INSITU CONCRETE HOOP AT BASE WITH H-12 DOWEL BARS @ 300 C/C BENCHING AS PER PUMP MANUFACTURER INSTALL BY CIVIL CONTRACTOR AFTER PUMP STOOLS / PIPE WORK HAS BEEN INSTALLED 950 600900 95 0 60 0 2869 FLOW 45 ° 45 ° 250mm Ø DI RETURN PIPE CAST INTO PRECAST WALL C/W KNIFE VALVE AND FLAP VALVE WET WELL CHAMBER SECTION VIEW C-C 1400mm x 800mm HINGED ACCESS COVER (INSTALLED BY CIVIL CONTRACTOR) 1No. Ø65mm DAVIT SOCKET PUMP STOP LEVEL IL 86.956m DUTY PUMP START LEVEL IL 87.356m STANDBY PUMP START LEVEL IL 87.556m STANDBY PUMP START LEVEL IL 87.756m 225mm Ø UPVC INLET FOUL PIPE WORK 250mm OVERFLOW PIPE S/S BAFFLE PLATE BY FME 70 0 TWL 89.179m CL 91.500m CL 91.500m CL 91.500m BL 86.356m BL 86.156m IL 89.199m IL 88.499m IL 87.615m 675x675mm CLEAR OPENING ACCESSS COVER SPINDLE TOBY BOX 300mm DIA STAINLESS STEEL PENSTOCK C/W SPINDLE (SUPPLIED BY FME) BL 88.164m IL 88.479m BL 89.28m 18 5 22 2 0 33 927 1 IL 90.04m STEP IRONS INLET CHAMBER REC E I V E D : 1 1 / 0 8 / 2 0 2 6 FL O W FL O W M C FLOW FLOW FLOW FL O W PLAN VIEW 20 5 8 2758 750 525525 1800 18 0 0 70 5 75 0 22 0 D 1540 Ø1 5 0 0 675 67 5 675 Ø1 2 0 0 Ø1 2 0 0 VENT STACK LOCATION (BY CIVIL CONTACTOR) B. A. C. D. E. F. EARTH SPIKE TOBY BOX F. 3No. 100mm DIA CABLE DUCTS FROM WET WELL TO MCC KIOSK G. CONTROL PANEL KIOSK AND PLINTH WET KIOSK AND PLINTH ESB MINI PILLAR FOR PUMPING STATION ONLY (BY CIVIL CONTRACTOR) 1420 515515 Ø2450 82 0 81 5 81 5 67 5 675 WATER AND WASTE WATER EQUIPMENT ENVIRONMENTAL ENGINEERING NEWRY BT34 2PB, N. IRELAND TEL: +44 (0) 28 302 66616 GREENBANK INDUSTRIAL ESTATE - www.fmewater.com - FM ENVIRONMENTAL LTD. FAX: +44 (0) 28 302 63233 200 655 FLOW FLOW FL O W FL O W DN250 INTERCONNECTING PIPE WORK DN250 INTERCONNECTING PIPE WORK DN 2 5 0 I N T E R C O N N E C T I N G PI P E W O R K DN80 INTERCONNECTING PIPE WORK 225mm Ø UPVC INLET FOUL PIPE WORK DN100 ROCKER PIPE FME TERMINATE THEIR SUPPLY WITH A 100mm DIA PN16 FLANGE 100mm DIA DRAINAGE PIPE WORK PVC 100mm DIA CABLE DUCT FROM FLOWMETER CHAMBER TO MCC KIOSK 54 1 2200 1700 13 7 0 36 7 82 0 87 1 269 2220 269 CONCRETE THRUST BLOCK AT BEND. CAST IN BY CIVIL CONTRACTOR AFTER PIPE WORK INSTALL. STEP IRONS FOR ACCESS 29 0 485 3" MALE BAUER COUPLER AND Ø80mm VALVE FOR TANKER 1No. Ø65mm DAVIT SOCKET 80mm DIA GATE VALVE C/W CORE FOR SPINDLE AT SURFACE. STEP IRONS FOR ACCESS 80mm DIA SIEMENS FLOW METER 80mm TO 100mm TAPPER PUMPING STATION INLET MANHOLE SUPPLIED BY FME / CARLOW 250mm OVERFLOW PIPE S/S BAFFLE PLATE BY FME STEP IRONS 300mm DIA STAINLESS STEEL PENSTOCK C/W SPINDLE (SUPPLIED BY FME) DN 8 0 I N T E R C O N N E C T I N G PI P E W O R K 250mm Ø DI RETURN PIPE COUPLER CAST INTO PRECAST WALL C/W KNIFE VALVE AND FLAP VALVE 250mm INLET PIPE S/S BAFFLE PLATE BY FME 1No. Ø65mm DAVIT SOCKET 59 0 B B C D 1010 500 1700 1010500 4720 10 1 0 50 0 17 0 0 50 0 40 0 0 50 0 10 1 0 13 7 2 0 13 2 0 0 4200 50 0 40 0 0 NET STORAGE BELOW TWL = 85.044m³43 1 2 19 6 0 67 5 A A REC E I V E D : 1 1 / 0 8 / 2 0 2 6 Raven Plant Hire Watermain & Drainage Design Report Coyle Civil & Structural Ltd July 2026 23-037 14 REC E I V E D : 1 1 / 0 8 / 2 0 2 6