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Home My WebLink About2660018 - F.I. Received Doc. - Engineering Services ReportE2594 Proposed Renewable Biogas Plant, Co. Monaghan Engineering Services Report 1 E2594 Proposed Renewable Biogas Plant Lands in the townlands of Maghernakelly and Drumcall, Drum, County Monaghan Engineering Services Report RECEIVED: 28/08/2026 E2594 Proposed Renewable Biogas Plant, Co. Monaghan Engineering Services Report 2 PREPARED BY CHECKED BY APPROVED BY ISSUE DATE I.Porter P.Alcorn P.Alcorn V4 17/08/2026 "The contents of this report and the results, recommendations and advice set out therein are based upon the information, drawings, samples and tests referred to in the report. McAdam Design Ltd accept no liability for any loss, damage, charges, costs (including, but not limited to legal costs) or expenses in respect of or in relation to any loss or damage howsoever arising or other loss occasioned by reason of any negligence, error, mistake or negligent misstatement on the part of McAdam Design Ltd, their servants or agents howsoever arising either directly or indirectly from the use of, or reliance on, this report or the carrying out of any recommendations or advice contained in this report or from the use of any plant, machinery, structures, goods or materials referred to in this report. This report is for the sole use of the person(s) or company to whom it is addressed. No part of this report may be copied, reproduced or referred to in whole or in part without the express written permission of McAdam Design Ltd. McAdam Design Ltd accepts no liability to Third Parties arising from their use or reliance on this report or the results, recommendations and advice set out therein."RECEIVED: 28/08/2026 E2594 Proposed Renewable Biogas Plant, Co. Monaghan Engineering Services Report 1 Contents 1 INTRODUCTION ............................................................................................................................... 2 1.1 Overview ......................................................................................................................................... 2 1.2 Consulting Engineer ......................................................................................................................... 2 2 Site Description ............................................................................................................................... 4 2.1 Site Location .................................................................................................................................... 4 2.2 Existing Site Information .................................................................................................................. 5 3 PROPOSED DEVELOPMENT ............................................................................................................. 9 3.1 Overview ......................................................................................................................................... 9 3.2 Site Security ................................................................................................................................... 11 3.3 Lighting ......................................................................................................................................... 11 3.4 Landscaping .................................................................................................................................. 11 4 Proposed External and Internal Access Arrangements .................................................................. 12 4.1 Site Access ..................................................................................................................................... 12 4.2 Public Road Modifications .............................................................................................................. 12 4.3 Internal Roads and Footways ......................................................................................................... 13 4.4 Parking Areas, Service Yard and Ancillary Infrastructure Area ......................................................... 14 4.5 Service and Maintenance Vehicles .................................................................................................. 14 5 Earthworks .................................................................................................................................... 15 5.1 General.......................................................................................................................................... 15 5.2 Earthworks Strategy and Methodology .......................................................................................... 15 5.3 Earthworks – Renewable Biogas Plant Site ..................................................................................... 16 5.4 Retaining Solutions ........................................................................................................................ 17 6 Utilities and Services ..................................................................................................................... 18 6.1 Power ............................................................................................................................................ 18 6.2 Water Supply ................................................................................................................................. 18 6.3 Fire Water ..................................................................................................................................... 19 6.4 Washwater .................................................................................................................................... 19 7 Surface Water ............................................................................................................................... 20 7.1 Surface Water Drainage Strategy ................................................................................................... 20 7.2 Surface Water Run-off Treatment .................................................................................................. 21 8 Foul Water .................................................................................................................................... 22 DRAWINGS .................................................................................................................................................... 23RECEIVED: 28/08/2026 E2594 Proposed Renewable Biogas Plant, Co. Monaghan Engineering Services Report 2 1 INTRODUCTION 1.1 Overview Stream BioEnergy Ireland Limited (‘the Applicant’) is proposing to develop a renewable biogas plant and associated works (hereafter referred to as the proposed development) on a site situated in the townlands of Maghernakelly and Drumcall, near Drum in County Monaghan. The proposed development will utilise anaerobic digestion (AD) technology to generate renewable energy in the form of biomethane from up to 99,000 tonnes of feedstock per annum consisting of poultry manure, cattle manure, and agri-food organic waste feedstock, sourced from County Monaghan and surrounding areas. AD is a sustainable form of renewable energy production that occurs when micro-organisms break down biodegradable material in the absence of oxygen in an enclosed system to produce a renewable biogas. Biogas generated by the proposed development will be upgraded at the plant to biomethane and injected into the nearby national gas transmission network (c.3.5 km south of the site at Cootehill)) to replace fossil fuel derived natural gas. The process also produces a sustainable biofertiliser, known as digestate, that can be used in agriculture or horticulture, as well as biogenic carbon dioxide (CO2) that can be used in industry as a replacement for CO2 derived from fossil fuel energy intensive processes (such as artificial fertiliser production). The plant will be a highly regulated state-of-the-art facility utilising best available technologies and operating systems. Several abatement systems are incorporated into the plant design to mitigate the potential for adverse impacts on the environment and human health. These include indoor delivery and handling of feedstock and its processing in an enclosed and sealed system, a multi-stage odour treatment process, acoustic containment of engines and other noise generating equipment and an engineered site drainage containment system. The site will be stringently regulated by the Environmental Protection Agency (EPA), the Health and Safety Authority (HSA) and the Department of Agriculture, Food and the Marine (DAFM), and standards and controls will be applied by those authorities that are designed to protect human health and the environment. The proposed development site comprises an area of approximately 6.2 hectares (ha) of greenfield land currently in agricultural use. Public roads adjoin the site. The project also includes a connection to the national gas grid via a new underground gas pipeline over approximately 3.5 kms within the public road corridor (R189 and R188). This pipeline will be constructed by Gas Networks Ireland (GNI) under permitted development rights and is not within the scope of this report. 1.2 Consulting Engineer McAdam Design Limited is one of the largest independent multi-disciplinary consultancies working throughout Ireland, providing a wide range of engineering design support services. McAdam offer a wide range of full project lifecycle services across a variety of engineering sectors and have been appointed by Stream Bioenergy to develop and prepare engineering designs and supporting information to inform the planning application for the proposed development. This includes the following: • Proposed General Arrangement Layouts, including: A site plan drawing with appropriate scale and dimensions, identifying the building layout, parking areas, access roads, hard and soft landscaping. Establishment of the red line planning boundary for the planning application. Drainage Strategy, including: A review of existing drainage infrastructure and identification of suitable discharge point(s) for surface water. Outline design of a suitable drainage/sustainable drainage system (SuDS) strategy to accommodate storage for up to 1 in 100-year rainfall event including an allowance for climate change. Production of drainage/SuDS layout drawings, including a general arrangement of attenuation facilities.RECEIVED: 28/08/2026 E2594 Proposed Renewable Biogas Plant, Co. Monaghan Engineering Services Report 3 Development of foul drainage proposals in accordance with Stream’s requirements and cognisant of the local water authority requirements. Preliminary Cut & Fill and Earthworks Strategy, including: Determination of preliminary finished ground floor levels and road levels to minimise earthworks so as to achieve a reasonable cut/fill balance (subject to existing site & boundary constraints) and establish a functional site layout to meet Stream’s operational needs. Cut & Fill banding drawing showing grid of level differences between proposed and existing ground. Notation/demarcation of retaining features required to achieve proposed levels. Preliminary Levels Plan including: Preliminary design of horizontal and vertical highway alignments (including vehicle tracking to establish appropriate gradients and access requirements). Preparation of drawings for private external works including external levels and gradients, ground floor levels, and notation/demarcation of retaining features. Existing utilities and services review. Fire water retention assessment.RECEIVED: 28/08/2026 E2594 Proposed Renewable Biogas Plant, Co. Monaghan Engineering Services Report 4 2 Site Description 2.1 Site Location The proposed development is located on a site situated in the townlands of Maghernakelly and Drumcall, near Drum in County Monaghan, centred at Irish Transverse Mercator (ITM) coordinates X-658967, Y-818422, as shown on drawing MON-MCA-ZZ-XX-CE-DR-1000. As indicated on Figure 2-1, the proposed development site lies approximately 4.2 km northwest of Cootehill, 11.2 km southeast of Clones, and 17.5 km south of Monaghan Town. It is accessible via the R189 regional road, which connects to the N54 at Monaghan Town (to the north) and the R188 at Dawson Grove Demesne near Cootehill (to the south). Figure 2-1 – Regional Site Location As shown on Figure 2-2, the proposed development site spans approximately 6.2 hectares (ha) across two fields which are largely comprised of improved grassland. The fields are separated by a hedgerow, interspersed with a mix of tree species. The field to the west of the central hedgerow encompasses two thirds of the site, with the smaller field to the east encompassing the remaining third. Overhead power lines traverse the site from east to west. The proposed development site is largely bordered by maintained hedgerows and ditches, with gated field accesses from the adjacent public roads. These roads are: R189 which forms the eastern boundary of the site; L2280 Drumcall Road which forms the northern boundary of the site; and L22802 (McKeever’s Road) which forms the western boundary of the site. The site forms part of an agri-business unit associated with the adjacent farm and residential property to the south, all forming part of the same overall land holding.RECEIVED: 28/08/2026 E2594 Proposed Renewable Biogas Plant, Co. Monaghan Engineering Services Report 5 Figure 2-2 - Site Location Given the topography of the proposed development site, an excess of soil and stone material will be generated during construction works. Whilst a large portion of excess soil will be repurposed as fill material for landscaping within the proposed development site, an estimated 18,520m3 of excess fill material shall be moved offsite to an appropriately authorised receiving facility or facilities. 2.2 Existing Site Information 2.2.1 Topography & Drainage As shown on topographical survey drawing 5443-2-2D,the topography of the proposed development site slopes gradually from the adjacent local roads to the northeast and west, then rises steeply towards a high point to the south (close to the adjacent farm property). The highest elevation is in the south-west at 111.75m Above Ordnance Datum (mAOD) and lowest elevation in the north-east at 90.00 mAOD. The topographical data indicates natural drainage towards the north-east. As shown on Figure 2-3, a land drain along the northern field boundary of the proposed development site conveys surface water runoff via a culvert under the R189 into another land drain along the Drumgole Road, which is hydrologically connected to the Coolkill Lough Stream, which rises to the northeast of the L2320. A number of land drains are also aligned along the eastern and western field boundaries of the proposed development site which essentially separates this site from the adjacent local road network. A ditch also runs through the central hedgerow on the proposed development site, connecting with the land drain aligned along the eastern field boundary. As such, all land drains convey field drainage / surface run-off to the land drain running to the north of the proposed development site. With the exception of these land drains, there are no watercourses on or adjacent to the site.RECEIVED: 28/08/2026 E2594 Proposed Renewable Biogas Plant, Co. Monaghan Engineering Services Report 6 Figure 2-3 - Land Drains & Flow Direction As described above, the drainage ditch along the northern field boundary conveys surface water runoff via a culvert under the R189 into another drainage ditch, which is hydrologically connected to the Coolkill Lough Stream Coolkill Lough Stream (IE_NW_36D020700) is a registered watercourse located approximately 395 m north-east of the culvert on the renewable biogas plant site. The floodmaps.ie web portal indicates that the renewable biogas plant site or any of the surrounding area are not at risk of flooding in any of the available modelled scenarios. Given the localised topography, it is very unlikely any flooding at present is experienced within the study area. 2.2.2 Existing Services and Utilities Requests for service records were submitted to the following service/utility providers: BT; ENET; ESB; Gas Networks Ireland; Uisce Éireann; Drumgole Group Water Scheme; Open Eir; and Virgin Media. A summary of the responses received is provided below.RECEIVED: 28/08/2026 E2594 Proposed Renewable Biogas Plant, Co. Monaghan Engineering Services Report 7 2.2.2.1 ESB The received record drawing shows a network of existing overhead lines which traverse the proposed development site. In terms of power infrastructure, the proposed development site is transected by a medium voltage overhead electricity line with four associated electricity poles within the red line boundary. The line transects the centre of the proposed development site in a west to east orientation before crossing over the R189. A short section of distribution line connects with the medium voltage overhead electricity line and serves a number of properties to the south of the site, with a pole located on the red line boundary. The east/west medium voltage line connects to another medium voltage line which is located to the immediate west of the site and is aligned in a north to south orientation (largely parallel to the L22802 McKeever’s Road). This provides connection to the nearest substation (Errigal Substation). A review of the ESB substation network within a 15 km radius of the proposed development site identified three substations: Drumbear Substation: located approximately 15 km from the site; Ballybay Substation: located approximately 12 km from the site; and Errigal Substation: located approximately 6.2 km from the site (south of Cootehill). 2.2.2.2 Open Eir Records received show existing above ground telecommunication cables and associated poles along the northern and eastern boundaries of the proposed development site, running parallel to the public roads (R189/L2280/L2320). In terms of communication infrastructure, the proposed development site is bounded on its northern and eastern flanks by an overhead telegraph line, with numerous poles located on the site boundary. On the northern flank, the telegraph line is located within the hedgerow that separates the site from the L2280 Drumcall Road, with four poles located along the field boundary. The overhead line briefly transects the site in the north-eastern corner (close to the R189/L2280 Drumcall Road junction), before following the hedgerow to the south that separates the site from the R189. Five of the poles are located along this field boundary. 2.2.2.3 Uisce Éireann Records received show existing watermains installed on the roads which surround the proposed development site on the northern, eastern and western boundaries. These watermains are part of the Drumgole Group Water Scheme and are not owned or maintained by Uisce Éireann, who do not have assets in the local area. Uisce Éireann reviewed a pre-connection enquiry in relation to the proposed development and on 11th July 2025 advised that a water connection is feasible from Kilkitt Water Treatment Plant (WTP). Upgrades required to facilitate this connection are at an early stage, with completion expected in 2030. This timeline aligns with the assumed opening year of the Proposed Development. No known existing foul wastewater / drainage infrastructure is located within or in close proximity to the site. 2.2.2.4 Drumgole Group Water Scheme (GWS) Existing watermain infrastructure within the study area is operated and managed by the Drumgole Group Water scheme. As shown on the topographical survey drawing 5443-2-2D and confirmed by site visits, there are numerous identified service features which indicate the presence and alignment of water related utilities / services infrastructure along the local road network. These include: Scour Valves; Sluice valves; Bulk Water Meter; Fire hydrant; and Manholes providing service / utility access points. Consultation with the Drumgole Group Water scheme indicated that a connection to this network could be facilitated.RECEIVED: 28/08/2026 E2594 Proposed Renewable Biogas Plant, Co. Monaghan Engineering Services Report 8 2.2.2.5 Gas Networks Ireland The closest gas grid connection point is located at the Abbott Nutrition facility to the north of Cootehill Town, approximately 3.5 km by road from the proposed development. Based on information provided by Gas Networks Ireland (GNI), the gas network terminates at a skid compound within the grounds of the Abbott facility, immediately adjacent to the R188. This skid serves connection to a 315 PE 100 4 bar pipe located within the road bed of the R188. Consultation has been undertaken with GNI to confirm the feasibility of a connection to the Cootehill distribution network via a new gas main.RECEIVED: 28/08/2026 E2594 Proposed Renewable Biogas Plant, Co. Monaghan Engineering Services Report 9 3 PROPOSED DEVELOPMENT 3.1 Overview The proposed development will utilise AD technology to generate renewable energy in the form of biomethane from up to 99,000 tonnes of feedstock per annum consisting of poultry manure, cattle manure, and agri-food organic waste feedstock, sourced from the surrounding area. The site layout of the proposed development is provided on drawing MON-MCA-ZZ-XX-CE-DR-1050. Figure 3-1 - Proposed Development Site Layout As shown in Figure 3-1, the proposed development comprises a number of integrated elements including: 1 - Administration Building (with associated surface level car parking); 2 - Main Process Building (with associated vehicle service areas); 3 - Odour Control System (with associated emission stack); 4 - Bunded Tank Farm (accommodating the vast majority of tanks that require containment); 5 - Digestate Treatment Plant (Evaporator); 6 - Digestate Drying Plant; 7 - Pellet Hall (for fertiliser storage); 8 - Combined Heat and Power (CHP) Building (accommodating two CHP engines); 9 - Boiler Unit; 10 - Shared Emission Stack (Digestate Drying Plant, CHP engines and Boiler); 11 - CO2 Liquefaction Plant; 12 - Biogas Upgrade Plant (BUP); 13 - Biogas Treatment Plant (Biological De-sulphurisation Units);RECEIVED: 28/08/2026 E2594 Proposed Renewable Biogas Plant, Co. Monaghan Engineering Services Report 10 14 - Gas (Holder) Buffer Dome; 15 - Weighbridges and Wheel Washes; 16 - Liquid Feedstock Storage Tanks (silos); 17 - Backup Gas Flare; 18 - Fuel Storage Tank; 19 - Gas Grid Entry Unit; 20 - Fire Water Storage Tank; 21 - Liquefied Petroleum Gas (LPG) Storage Tanks (Propane); 22 - Freshwater Storage Tank (Underground); 23 - Staff and Visitor Parking; 24 - Control Building; 25 - Plant Room; and 26 - Back-Up generator. Other integrated elements, though not numbered on Figure 3-1 include: Internal road and footway provision; Engineered stormwater drainage system; Landscaping and Earthworks; Lighting; Fencing and security gates; and Site entrance/exit off the L2280 Drumcall Road with gated frontage. This shall include localised widening and realignment of this road and reconfiguration of the junction with the R189. 3.1.1 Tank Farm Bund The tank farm bund contains much of the process plant as shown in Figure 3-1. The bund’s containment system capacity has been designed in accordance with Section 4 of CIRIA ‘C736F – Containment systems for the prevention of pollution – Secondary, tertiary and other measures for industrial and commercial premises’. Section 4.2.1 of CIRIA C736F sets out the “100 percent” and “25 percent” rules. These state that where two or more tanks are installed within the same bund that the recommended capacity of the bund is the greater of: 110% of the capacity of the largest tank within the bund; 25% of the total capacity of all of the tanks within the bund, except where tanks are hydraulically linked in which case they should be treated as if they were a single tank Section 4.3.2 of CIRIA C736F sets out how the “volume of inventory” within the bund should be calculated, with Section 4.3.3 detailing how rainfall events should be included in the calculation models. The rainfall allowance will be for a 1-in-10-year event (10% AEP) for: a 24-hour period preceding an incident; the duration of the incident (taken as 24 hours); an eight-day period following an incident or other time period as dictated by site specific assessment. Assessment of the bund capacity confirms that the tank farm bund is capable of accommodating 25% of the total capacity of all tanks within the bund (greater volume), together with an appropriate allowance for rainfall, freeboard, and displacement in line with the methodology specified in C736F. Based on this evaluation, the bund capacity meets the recommended standards for secondary containment performance and is considered adequate for the safe and compliant operation of the facility.RECEIVED: 28/08/2026 E2594 Proposed Renewable Biogas Plant, Co. Monaghan Engineering Services Report 11 3.2 Site Security Site security arrangements to prevent unauthorised access at the plant include the following: The site entrance will have a 2.4m high mesh panel sliding gates that are only opened to allow for the ingress and egress of plant traffic. The inbound gate is positioned to ensure that an HGV can be clear of the L2280 carriageway when waiting for the gate to open, so not to obstruct through movements. Paladin fencing around the entire boundary of the plant footprint, except for the site entrance, will comprise of 2.4m high mesh panel fencing. This shall be located around the operational extents of the site, with the soft landscaping areas largely contained by ditch and hedgerow. A CCTV system will also monitor the entrance, and the wider site in general. Anti-intruder alarms will be provided to all lockable buildings. Security monitoring of the site will be carried out at all times via a combination of in person patrols or remote monitoring 3.3 Lighting Lighting will provide a safe operational environment and has been designed taking due regard of relevant environmental legislation to minimise light pollution. The site lighting proposals are designed to SLL LG1 Industrial Environment 2018 & BS 12464 (2024) and based on the design illumination and Rural Environmental Zone. The following presents the best design practice. Single & Double lanterns mounted on 8m galvanised steel column c/w bitumen treated root & lockable output enclosure. Industrial wall mounted floodlights (8m high) above perimeter walkway around the building facades. Further to the above, technology shall be implemented to control the lighting. Timeclock controls shall be added to the lighting, so the lights don’t operate after 9pm, this can be then over-ridden by a motion detector or linked to the gates, so that the lights will only then operate when a HGV is on the site late at night or illumination is required for pedestrian movements. 3.4 Landscaping A Landscape Mitigation Plan has been developed to meet the needs of integrating the proposed development within the landscape and minimising visual impact. A planting schedule has been provided within this plan. Planting shall be provided along the boundaries of the site. The landscape schedule provided within the Landscape Mitigation Plan includes a comprehensive list of proposed species, specification, height, density, girth, seed mix and percentage contribution for the following types of planting: Native hedgerow; Grassland areas (species rich); Specimen trees; Native Woodland mix; and Native Shrub mix. Landscape planting will be arranged throughout the site to provide maximum screening potential and integration. This shall be enhanced by utilisation of excess fill material to create earthwork screening berms in the southeastern/eastern and northwestern portions of the site. Trees will be planted on the berms to maximise screening potential. For planning purposes, a landscape specification has been provided within the Landscape Mitigation Plan to set out implementation and maintenance guidelines for the proposed planting and addresses: General requirements. Site preparation.RECEIVED: 28/08/2026 E2594 Proposed Renewable Biogas Plant, Co. Monaghan Engineering Services Report 12 Planting. 4 Proposed External and Internal Access Arrangements 4.1 Site Access As shown on drawing MON-MCA-ZZ-XX-CE-DR-1050, the proposed site access shall be directly from the L2280 Drumcall Road via a priority T-junction arrangement, located approximately halfway between the R189 junction and McKeever’s Road junction. To ensure conformance with appropriate design standards, localised widening of the road (with verge) shall be required along its southern edge to provide sufficient road space for passing HGV’s (as detailed below). It is proposed to provide a direct access from the proposed development site onto the southern side of L2280, approximately 200m west of the R189. 4.2 Public Road Modifications The existing L2280/R189 junction will also require reconfiguration to conform with appropriate road design standards. To accommodate this, the L2280 will require localised realignment along the section of road to the east of the proposed site access. This will result in construction of new road bed within the proposed development site, thus creating a new priority T-junction arrangement with the R189, slightly south of the existing junction. This still maintains the existing crossroad junction arrangement at this location (avoiding the need for a stagger), whilst achieving the required forward sightlines for turning vehicles in both the northern and southern directions. The proposed works are shown on Trafficwise Drawing 03208/PL01 ‘L2280 Road Improvement Works’ The design introduces a new dedicated all movements access road branching southwards from the realigned L2280, positioned approximately 200 m west of the existing L2280/R189 junction. The access is configured as a priority T-junction with radii and carriageway width designed to facilitate the turning movements of large agricultural and HGV vehicles typical of site operations. The development access incorporates sealed hardstanding areas and appropriate junction radii (compound radius approx. 10–15 m) to ensure safe ingress and egress for all vehicle types. Swept path analyses are provided on Trafficwise Drawing 30208/PL02 ‘Swept Path Assessments’. The current proposal is for HGV traffic to come and go from the east using the R189 and the easternmost 200m of the L2280. The proposed development will increase the volume of HGV travelling on that section of L2280 to the east of the development access. There are no passing areas along the eastern end of L2280 where the road width is approximately 5.0 m. The proposed haul route is expected to be capable of accommodating the opposed two-way flow of HGV and so formal carriageway widening works are proposed to effect an increased road width that can safely accommodate opposed two-way traffic and the opposed passage of larger commercial and agricultural vehicles. On site assessment has included a walkover survey of the local road and examination of detailed survey of the geometry of the receiving L2280 and part of R189 that comprises the proposed haul route both north and south from the development. Traffic flow and speed surveys data has also been collected on the receiving road network. A detailed topographical survey was undertaken to include the L2280 between the R189 and McKeever’s Road in the west, L2320 to the east and R189 both north and south of the junction. The topographical survey includes the road and all boundary features along the public road together with all infrastructure between the boundaries. A Haul Route Structural Analysis Survey has not been undertaken of the existing local road. Based on survey work undertaken by Trafficwise, the existing carriageway is currently subject to HGV loading and appears to be in good order, though for the purposes of assessment, the realignment of L2280 will involve road strengthening along the existing sections of the L2280 and full-depth construction over the realigned sections. An assessment of boundary constraints found that the complete eastern section of L2280 can be widened to a carriageway width of 6.5 m and realigned on lands in the public road and lands in the control of the applicant.RECEIVED: 28/08/2026 E2594 Proposed Renewable Biogas Plant, Co. Monaghan Engineering Services Report 13 It is proposed to widen the metalled road to an overall width of 6.5 m which is shown on the drawings as a carriageway of 6.0 m marked with yellow road edge markings with an additional 250 mm edge strip on both sides. The swept path assessments provided on drawing 03208/PL02 are undertaken using a Freight Transport Association (FTA) 16.5 m Articulated Design Vehicle. The FTA Design Vehicle has a specification, dimensions and steering characteristics likely to representative of the largest articulated vehicles that could be used to service the proposed development. The FTA Design Vehicle is the largest permitted on Irish roads and is therefore likely representative of the largest vehicle that will be generated by the proposed development, so the swept path assessments are considered robust. The vehicle swept path assessments show that the proposed road widening, junction improvement and proposed development access are of suitable geometry to operate satisfactorily. Where widening and realignment of the existing carriageway of L2280 is required to achieve the 6.5 m width and increased verge widening along L2280 these areas are highlighted and dimensioned on the drawings provided. Where road strengthening is required along L2280, these works will generally involve digging out the existing carriageway and reinstatement with new materials to the specification for roads construction used by Monaghan County Council. Realigned or new road construction will be full-depth and to the standard specified by Monaghan County Council as Roads Authority. In addition, when the road widening works and road strengthening and repair works have been completed, the applicant proposes to overlay the entire road width over the extent of the works up to and including the proposed site access thus providing a uniform wearing course over the length of the works on L2280. It is currently expected that the proposed road will require a 50 mm overlay between the site access and Regional Road R189. It is understood that the Planning Authority considers the proposed road improvement incorporating strengthening, widening and overlay together with the realignment and junction reconfiguration are comprehensive and will significantly improve L2280 and the junction with the R189 and will satisfactorily accommodate the traffic arising from the proposed development. The proposal essentially constitutes road maintenance and road safety improvement works including road strengthening, localised pavement widening and realignment and some existing pavement edge strengthening and repair. The road widening, realignment and verge widening works are all on the southern side of L2280 and will impact the hedgerow on that side of the road (northern boundary of the development site). Drawing 03208/PL01 highlights the length of hedgerow to be removed. The new boundary will be set back from the visibility envelope at the proposed development site access and also set back form the sightlines at the existing McKeever’s Road. The proposed works will create a significantly widened verge between McKeever’s Road and the R189. Boundary and verge reinstatement works, including grassed embankments and fencing will match the existing roadside character. All proposed road works are achieved within the bounds of the public road as defined in the Roads Act 1993 or on lands within the control of the Applicant. Road widening and realignment works are achieved principally in the existing southern verge and the adjoining lands to the south. The proposed road works to L2280 do not require the use of third-party lands or consent from third party landowners. There are no private entrances, driveways or gated field accesses along that part of L2280 proposed as part of the haul route. Based upon the topographical survey and detailed drawings no works are proposed to third party lands since all widening works are proposed only on lands within the control of Monaghan County Council or where lands outside of the public road are required to accommodate road widening, all such lands are in the ownership and control of the applicant. The existing R189 in the vicinity of the L2280 is generally of a good quality, however there are some surface irregularities and there is evidence of poor utilities reinstatement. The proposed works will reasonably extend to resurfacing the road pavement of the R189 on the approaches to the L2280 where there will be an increase in turning movements by large vehicles 4.3 Internal Roads and Footways Roads are typically designed as concrete pavements or where appropriate, bituminous macadam pavements, with cross falls and longitudinal falls to promote drainage of the surfaces. Drainage of these roads will be predominantly by means of linear drains and gullies.RECEIVED: 28/08/2026 E2594 Proposed Renewable Biogas Plant, Co. Monaghan Engineering Services Report 14 Footways are to be provided throughout the site, including zebra crossings, to provide pedestrians the means of safe movements when accessing the various buildings and plant. Each of the crossings is intended as a continuation of the line of footways. The service yard areas are designed as concrete pavement, with cross falls and longitudinal falls to promote drainage of the surfaces. Surface water drainage from these areas shall be conveyed to the attenuation/rainwater harvesting system. Outflow from the attenuation systems shall discharge, at greenfield runoff rates, to the existing drainage ditch to the northeast. The surface water drainage layout is detailed within Section 7. 4.4 Parking Areas, Service Yard and Ancillary Infrastructure Area It is proposed to provide a surface level car parking area to service the staffing and visitor needs of the proposed development. This parking area will be located adjacent to the Administration Building in the north- east corner of the site, as shown on drawing MON-MCA-ZZ-XX-CE-DR-1050. Surface water drainage from this parking area shall be conveyed to the piped network. Edge restraints shall be provided by an appropriate kerbing system. In terms of parking provision, this shall be as follows: 30 regular spaces; 3 EV spaces; and 2 accessible spaces; Standard car parking spaces have been provided at 2.45m x 5.0m with parking areas benefiting from a 6m aisle width. A cycle store shall also be provided. Yellow hatched areas shown on drawing MON-MCA-ZZ-XX-CE-DR-1050 are dedicated turning zones for vehicles to access the buildings. There is sufficient space provided for HGVs to pull up and welfare facilities on site for any required rest breaks. This arrangement shall remove the need for drivers to park up on the public road network. There is also a considerable amount of space throughout the site for informal parking, (i.e. for service, inspection and maintenance vehicles). On no instance would parking be required offsite to service the needs and operation of the proposed development. 4.5 Service and Maintenance Vehicles To ensure safe operation of the site, vehicle tracking has been completed to all new access/egress locations, as well as to all internal yards and highways. Drawing MON-MCA-ZZ-XX-CE-DR-1700 shows various routes and turning movements through the site for an articulated HGV. Drawing MON-MCA-ZZ-XX-CE-DR-1701 shows the access routes for a mobile crane to key areas of the site. Upon entering the proposed development site through the access, HGVs will proceed along the development site internal road to the inbound weighbridge. After being weighed the HGV will enter the main service yard in the southern part of the development site. HGVs will then reverse into the building reception area through automatic rapid open/shut doors. Following unloading of the feedstock, vehicles will exit the reception area and proceed to the outbound weighbridge on the north-south internal road located in advance of the wheelwash wash facility which ultimately leads back to the access and the L2280 public road. Vehicles collecting materials and product to be exported from the site will be required to follow the same haul route and the same general internal circulation regime. To ensure the satisfactory operation of the site, vehicle swept path analyses have been undertaken using the proprietary software Autodesk Vehicle Tracking which provides an analysis of the road, junctions and service yards to check that provision has been made for the space and geometry required to manoeuvre the specified design vehicles. The design vehicles are of the type and configuration that the proposed development site has the potential to generate. In the case of feedstock delivery, the vehicle swept path turning assessments haveRECEIVED: 28/08/2026 E2594 Proposed Renewable Biogas Plant, Co. Monaghan Engineering Services Report 15 been undertaken using a standard ‘Freight Transport Association (FTA) Design Articulated Vehicle (2016)’. The analysis output confirms that the internal circulation route will function satisfactorily for the volume of traffic likely to be generated. It should be borne in mind nonetheless that most internal circulation routes have been designed to accommodate a 400-tonne mobile crane which is the largest vehicle likely to ever require access (however occasional – estimated to be once in 5 years). The swept path of the crane, which would be positively managed on site by a banksman, takes up all the available road space which is typical for such sites. To ensure safe operation of the site, vehicle tracking has been completed to all new access/egress locations, as well as to all internal yards and highways. Drawing MON-MCA-ZZ-XX-CE-DR-1700 shows various routes and turning movements through the site for an articulated HGV. Drawing MON-MCA-ZZ-XX-CE-DR-1701 shows the access routes for a mobile crane to key areas of the site. 5 Earthworks 5.1 General The existing topographical conditions across the proposed development site are detailed within Section 2.2.1 and shown on drawing 5443-2-2D. In summary, the topography of the proposed development site slopes gradually from the adjacent local roads to the northeast and west, then rises steeply towards a high point to the south (close to the adjacent farm property). The highest elevation is in the south-west at 111.75 mAOD and lowest elevation in the north-east at 90.00 mAOD. Earthworks for the proposed development would follow the topsoil strip, with project construction activities resulting in excavations and generation of excess soil. Excess soil will be used for landscaping on site (including establishment of screening berms on the southeastern and northwestern portions of the site). Different site arrangements have been considered to minimise earthworks whilst factoring in the visual impact of the proposed development from the surrounding area. An earthworks model for the current site layout has been developed. Excess excavated material will be used to create sloped earth berms along site boundaries where there is sufficient room. Surplus material not used in these berms will be moved off-site to an appropriately authorised receiving facility or facilities, such as the Carrickamore Quarry, Carrickmacross, Co. Monaghan located c.19km southeast of the site. Drawing MON-MCA-ZZ-XX-CE-DR-1101 shows the proposed earthworks at the proposed development site, including the landscaping earth berms within the operational site. A table summarising the cut and fill volume for the proposed development is also included, detailing a total cut of approximately 98,420 m³, approximately 79,900 m³ of material reused within the proposed development site and a net surplus of approximately 18,520 m³ requiring removal off-site to an appropriate facility. 5.2 Earthworks Strategy and Methodology The proposed earthworks strategy seeks to balance cut and fill volumes across the wider development to minimise the requirement for bulk import/export of materials during construction. Building floor and external levels have been specified to minimise visual impact, maximise landscape integration, whilst attempting to achieve an optimum net balance of cut and fill. The proposed site levels are shown on Drawing MON-MCA-ZZ- XX-DR-CE-1100. The topsoil will be stripped and placed into stockpiles to prevent permanent burial beneath other earthworks. Such soils will be re-used (subject to suitability) in the general earthworks for the proposed development such as landscaping and visual screening berms. The subsoil material will be excavated following topsoil stripping. In advance of these earthworks, the in-situ soil will be tested for its suitability as fill material. If the material is suitable, it will be transported to the fill area and placed and compacted as defined by the method of compaction procedure (depth of layer, size of compactor, number of passes, etc.). Achieving a high degree of suitability for reuse as embankment fill during construction will depend on good earthworks practice being used, such as:RECEIVED: 28/08/2026 E2594 Proposed Renewable Biogas Plant, Co. Monaghan Engineering Services Report 16 Avoiding earthworks in wetter periods; Avoiding excessive handling of materials; Good pre-earthworks drainage; and Providing a fall during construction to allow run off etc. All earthworks will be undertaken in accordance with a Construction Environmental Management Plan (CEMP) and Soil and Surface Water Management Plan (SSWMP). 5.3 Earthworks – Renewable Biogas Plant Site As shown on Drawing MON-MCA-ZZ-XX-DR-CE-1100, earthworks proposals are to regrade the site to provide level surfaces for various proposed buildings and plant. To accommodate this, the existing land will require bulk cut & fill to enable movement of materials to establish the plateau levels required. Any site won material suitable for reuse will be redistributed throughout to maximise use and minimise import and export requirements. Given the existing site levels, earthworks are generally required to: allow site access roads to lead onto the existing public road network. limit maximum gradients for proposed roads and footpaths within the site. provide relatively flat areas for buildings, tank farms and turning areas for large vehicles. The proposed development ties into existing site levels at all boundaries. Proposed external levels range from 91.00m to 95.00mAOD across the northeast boundary, with a sequence of tiers being formed across the site to facilitate the development so that the site is functional. The lower tier of the site (which accommodates the Administration Building, surface level parking, CHP Building, Pellet Hall and Dryer Building) is formed at a level largely between 95.00m and 96.00 mAOD. Due to the undulation across the site, this whole area will require infilling to a relative elevation of between 1 and 4 m above existing ground level. The middle tier accommodates the bunded tank farm which is formed at a level largely between 96.00m (at the northern end) and 97.00 mAOD (at the southern end), with the bund wall height varying as the external ground level rises to the south. The northern half of the bund is at a level similar to existing ground levels, however within the southern half of the bund, existing ground levels rise quite steeply up to 108 mAOD, thus giving rise to a large volume of cut. At the north end of the bund, the top of wall is approximately 5m above existing ground level, whereas at the south end of the bund, the top of wall is approximately 4m below existing ground level, thus forming a retaining wall at the toe of an engineered slope (cut). The upper tier accommodates primarily the Main Process Building (MPB) and associated vehicle turning zones, though considering the sheer mass of this building and the areas servicing it, the upper tier shall be constructed on two different platforms. The lower platform (which includes the front third of the MPB) is largely between 96.00 m and 97.00 mAOD, and the upper platform (which includes the remaining two thirds of the MPB) is largely between 101.00m and 102.00 mAOD. To accommodate this, a change in the floor level of the MPB is necessary and is achieved by a 2.3 m high retaining wall passing through the building. Infilling of the lower platform of the upper tier will be necessary to create the level platform, however the difference between existing and proposed levels is not significant. Infilling to a relative elevation of between 1 m and 3 m above existing ground level will be required before a small amount of cut will be necessary within the MPB. On the upper platform of the upper tier a small amount of infilling will be necessary to create the level platform, however a much higher volume of cut will be necessary, with excavation required to achieve a relative elevation of between 1 m and 5 m below existing ground level. Finished floor levels proposed throughout the site are shown on Drawing MON-MCA-ZZ-XX-DR-CE-1100.RECEIVED: 28/08/2026 E2594 Proposed Renewable Biogas Plant, Co. Monaghan Engineering Services Report 17 Earthwork screening berms will be constructed to the southeast and northwest of the proposed development site. The berm to the southeast will raise ground levels along the eastern and southeastern flanks of the site with the levels varying along the crest of the berm. Near the north-eastern corner of the Main Process Building, the berm will raise ground levels by up to 4 m with the vertical profile rising to a high point of 9 m above existing ground level in the vicinity of the gas grid entry unit. At this point the height of the berm is maintained at c.108 mAOD, with existing ground levels rising upwards along the curved section of berm in the south-eastern corner of the site. As such the height of the berm above ground level progressively lessens (i.e. 6, 4, 2m, etc). to where it ties back in with existing ground levels. The shape of the berm attempts to mimic the existing drumlin terrain and is constructed with side slopes of typically 1:2 on the internal (site) face, with a 1:3 slope to the external face visible from the roads and surrounding areas. The berm to the northwest will be approximately 3 m above existing ground level at the highest point and will also be constructed with side slopes of typically 1:2 on the internal (site) face, with a 1:3 slope to the external face visible from the roads and surrounding areas. 5.4 Retaining Solutions The cut and fill earthworks and changes in ground level will be supported by reinforced concrete retaining walls as shown on Drawing MON-MCA-ZZ-XX-CE-DR-1102. The retaining walls will also contribute to bunding of the Tank Farm and other areas of containment. The cut slope on the southern boundary of the site will be stabilised as an earth reinforced embankment. Layers of geotextile fabric will anchor the steep upper slope of the bank in position. A reinforced concrete retaining wall will support the lower part of the cutting. The retaining walls will incorporate waterproofing and directed drainage. The structural form of each wall will be a reinforced concrete vertical cantilever stem with shallow pad foundation. The details of the wall foundations will be determined when full geotechnical investigations are complete and a cross-section of the retaining walls through a section of the site is shown on Drawing MON-MCA-ZZ-XX-CE-DR-1200.RECEIVED: 28/08/2026 E2594 Proposed Renewable Biogas Plant, Co. Monaghan Engineering Services Report 18 6 Utilities and Services The following sub-sections outline the utilities and services requirements during the operational phase of the proposed development. 6.1 Power The design philosophy for the proposed development is to generate the plant’s own power demand on-site using gas fired CHP engines, with no intention to export power to grid. Two CHP engines (each rated up to 2 MW) will be installed to provide sufficient duty standby to the plant during routine engine maintenance or unscheduled downtime. A backup generator will also be installed to provide further security of electrical supply to the plant. An electrical grid connection will be established to the local 10 kV network on the site boundary as a backup facility. The 10 kV overhead power lines in the area route back to the Errigal substation, which has 38 kV as primary voltage level and 10 kV as secondary voltage level. It is the closest substation to the site, indicating a potentially viable point of connection. Backup power supply to the site would be c. 500 kVA, with ESB overhead lines at 10 kV typically handling load capacities ranging from 500 kVA to 5 MVA, meaning the site’s backup electrical requirements would be at the lower end of likely available capacity. The current loading state and exact capacity of this power line is unknown, with final confirmation of capacity subject to ESB’s internal network assessment which can only take place once a connection application is submitted referencing a valid planning application number. As detailed in Section 2.2.2.1, the proposed development site is transected by a medium voltage overhead electricity line with four associated electricity poles within the red line boundary. As such, it will be necessary to realign these to ensure continuity of supply to the wider area. As shown on Drawing MON-SBE-ZZ-XX-GA- XX-1001, it is proposed to move the overhead line to the south so that it follows the boundary of the proposed development site. This shall minimise impact upon the short section of distribution line that serves a number of properties to the south of the site. 6.2 Water Supply The estimated water demand for potable / sanitary purposes for on-site staff during operation is estimated to be approximately 2m3/day. As shown on Drawing MON-MCA-ZZ-XX-DR-CE-2100, a groundwater supply well will also be installed in the south-east corner of the proposed development site to supply this demand. A Groundwater Abstraction Feasibility Assessment completed for the site by AWN Consulting found that the sandstone bedrock beneath the site has the potential to provide a groundwater yield of up to 45m3/day. This will be sufficient to supply potable water to the site and supplement process water supply to the site during periods of low rainfall. A connection will also be sought from the mains supply located adjacent to the site as a back-up water supply source. Water would be drawn down from this source during off peak hours overnight and stored in a dedicated underground water storage tank (80m3) on site. As shown on Drawing MON-MCA-ZZ-XX-DR-CE- 2000, potable / sanitary water supply connections shall be made direct to the Administration Building, Main Process Building (which includes welfare facilities) and the underground water storage tank. Anticipated AD process water demand will be c.45m3/day. The plant design has water sustainability at its core, with processes designed to minimise water demand. The majority of water utilised within the process shall be derived from liquid contained in incoming feedstocks and recirculated liquid generated by digestate processing. The demand profile will be consistent across the year, with no significant seasonal fluctuations. The plant will prioritise the use of harvested rainwater, reducing reliance on external supplies. As shown on Drawing MON-MCA-ZZ-XX-DR-CE-2000, rainwater will enter the drainage network via a system of traditional channel drains before flowing into underground pipework and attenuation tanks (3 no tanks and 1 attenuation pipe) with a combined water storage capacity of 1,338m3 (see Section 7 for details).RECEIVED: 28/08/2026 E2594 Proposed Renewable Biogas Plant, Co. Monaghan Engineering Services Report 19 Based on Met Éireann long-term average rainfall levels for the nearest weather station in Ballyhaise, Co. Cavan Co. Monaghan, it is estimated that an average of up to 91m3/day of rainwater will be harvested on the site (average based on annual rainfall levels). This is calculated based on a hardstanding area of 3.6 hectares and a run-off co-efficient of 90%. Given the significant storage capacity included in the design, it is anticipated that this will provide a significant portion of water demand for the site. As indicated above, estimates would suggest that average daily rainfall would typically exceed the daily water demand of the plant. To minimise the potential for rainwater to be discharged from the plant, any water that runs off from the roof of the Main Process Building shall be directed to the dedicated underground water storage tank (80 m3) on site before overflowing (if necessary) to the drainage network. This shall maximise the amount of harvested rainwater that can be stored on site and utilised in the process, before the need to seek other sources. The stormwater attenuation tanks also control the release of water, increasing the amount of time available that rainwater can be redirected to the process, via the surface water pumping station. Water use will be actively managed through a combination of operational controls (i.e. SCADA operated pumps that automatically control water source) and record-keeping (i.e. recording of quantities of each source used). The plant will be automated to minimise water use and ensure harvested rainwater is used over other water sources where possible. 6.3 Fire Water Requirements of the Planning Authority in relation to fire safety and firefighting requirements shall be fully complied with in the Fire Safety Certificate application for the site, which will be prepared during the detailed design of the plant and in advance of construction. As shown on Drawing MON-MCA-ZZ-XX-DR-CE-2100, a c.650m3 Fire Water Tank shall be installed on site and in terms of the supply hierarchy, harvested rainwater will be prioritised, followed by supply from the groundwater well. As shown on Drawing MON-MCA-ZZ-XX-DR-CE-2100, a separate site-wide fire main network will convey water to a network of hydrants and the site buildings from the fire water tank. Hydrants are positioned throughout the site as per requirements of Hydrant locations detailed in Building Regulations Technical Guidance Document B – Fire Safety Clause 5. The fire water tank/fire water pumps shall be connected to the fire main network which runs around the site. When the fire alarm is activated, the fire pumps start maintaining a setpoint pressure in the fire main. Then the fire brigade can connect to the fire hydrants located around the site with their hoses. Fire water retention shall be in compliance with the requirements of the EPA Guidance on Fire Water Retention. Fire water, should it arise, would be dealt with in a number of different ways: Fire water generated in the Main Building will be directed to drainage sumps within the building, which is effectively a bunded tank; Fire water generated in the tank farm will be contained within the bund walls; Fire water generated elsewhere in site will be directed to the surface water attenuation tanks via SDS Aquaswirl Vortex Pollutant Separation System Chambers and SDS AquaFilter Surface Water Filtration Units. Any firewater would be analysed prior to a decision being made with respect to possible tank offsite to an approved wastewater plant, or an approved alternative treatment. 6.4 Washwater As shown on Drawing MON-MCA-ZZ-XX-DR-CE-2100, a network of hose reels will be provided across the site where required for the purposes of cleaning, including around the Main Process Building, Dryer Building and Pellet Hall and at several points in and around the tank farm bund. Two wheelwash facilities will also be located on the internal HGV haul route and shall be connected to this supply. In terms of the supply hierarchy for these hose reels, harvested rainwater will be prioritised, followed by supply from the groundwater well.RECEIVED: 28/08/2026 E2594 Proposed Renewable Biogas Plant, Co. Monaghan Engineering Services Report 20 6.4.1 Telecommunications As detailed within Section 2.2.2.2, existing above ground telecommunication cables and associated poles are located along the northern and eastern boundaries of the proposed development site, running parallel to the public roads (R189/L2280/L2320). The proposed site entrance on the L2280 is located on the northern boundary of the site and as an operational requirement, no overhead lines shall be located across the site entrance. As such, all existing above ground telecommunication cables shall be grounded through this area, with a new connection established to service the plant. All other existing above ground telecommunication cables and associated poles should be maintained in their current state, though there may be the requirement to relocate some infrastructure if there is a conflict with the likes of forward sightlines / visibility splays. 7 Surface Water 7.1 Surface Water Drainage Strategy The proposed site drainage for the proposed development is shown on Drawing MON-MCA-ZZ-XX-DR-CE-2000. The drainage strategy for the proposed development consists of a number of surface water drainage networks that collect run-off from the proposed building and plant roofs, and external hardstanding areas, provides appropriate levels of attenuation, with an objective to reuse within the process the maximum amount of surface water generated from the operational extents of the site as possible. Run-off will enter the drainage network via gullies, rainwater downpipes, or linear drains and travel through a network of pipes to underground attenuation tanks and pipes with a storage capacity of 1,338m3. The tanks will attenuate flows up to and including the 100-year plus 30% climate change allowance and discharge surface water to the downstream network at a restricted flowrate. A water treatment system comprising of SDS Aquaswirl Vortex Pollutant Separation System Chambers and SDS AquaFilter Surface Water Filtration Units (or similar) will be installed on the inlet pipework to the attenuation tanks, to reduce the overall amount of total suspended solids and other potential compounds within the surface water run-off. Any harvested surface water used in the plant process or discharged from the site will have undergone treatment via these units. As noted above, the proposed development will be utilising rainwater within the AD process as part of daily operations. This will significantly reduce the volume of water that would potentially be discharged from the site. As a result, it shall provide betterment over existing greenfield run-off rates that would typically be generated from the site. It is noted that the proposed development site includes permeable areas for landscaping (i.e. earthworks berm). In general, any run-off from these areas shall follow the existing drainage regime, directed to and utilising existing drainage ditches that shall remain along the boundary of the site, with flow directed to the existing discharge point on the north-east site boundary. As a worst-case scenario, should onsite water re-use be halted, the proposal development will discharge water at a rate equivalent to the greenfield run-off currently experienced with attenuation being provided. The maximum design discharge flow from the site will be 83.5l/s, the calculated greenfield runoff rate for the site for a 1-in-100-year event. If run-off does leave the site, it will discharge into an existing culvert which sends flows to a ditch located on the opposite side of the R189 to the site, on the north-east site boundary. This is subject to gaining the necessary discharge consent/approvals. This ditch conveys water to the nearest watercourse (Coolkill Lough Stream) to the east of the site. 7.1.1 Surface Water Pumping Stations There are two Surface Water Pumping Stations on site. SWPS 1 is located within the Tank Farm Bund. SWPS 2 is located directly upstream of the discharge manhole from the site.RECEIVED: 28/08/2026 E2594 Proposed Renewable Biogas Plant, Co. Monaghan Engineering Services Report 21 SWPS 1 will send flows up to 100l/s to the main process building by default for use in the AD process. This is equivalent to the 1-in-2-year incoming flow rate to the station. During events which generate higher incoming flows the ward flow rate will be capped at 100l/s and excess surface water will be attenuated with the Tank Farm Bund until the event has ceased. If there is a plant malfunction, or the plant is offline for maintenance activities, then the pumped flows will be manually diverted to the site storm drainage network. Frequent sampling of the AD Bund drainage water will be undertaken to ensure it is uncontaminated. If the water is contaminated it will be held in the AD Bund Pumping Station and not pumped to the site storm drainage network The pumping regime within SWPS 2 will be configured so that surface water arriving at the station will be pumped to the Main Process Building in the first instance. In the event of there being no demand or a fault, then the station would overflow to a downstream manhole and surface water will discharge from the site at the restricted flow rate. 7.2 Surface Water Run-off Treatment Without a suitable level of treatment, impermeable surfacing would cause an increased risk of surface water run-off contamination. The risk posed by surface water run-off to the receiving water environment is outlined within the CIRIA SuDS Manual (C753) and is a function of: The pollution hazard at a particular site (i.e. the pollutant source); The effectiveness of SuDS treatment components in reducing levels of pollutants to environmentally acceptable levels, and/or the effectiveness of underlying soil layers in protecting the receiving groundwater; The sensitivity of the receiving environment (i.e. the environmental receptor) The SuDS proposals within the proposed development will be designed to treat the anticipated surface water runoff contamination to a safe level before discharge into the environment (if necessary). In line with Table 26.2 ‘Pollution Hazard Indices’ in CIRIA's SuDS Manual (C753), the proposed development is considered as high risk under the land use of ‘industrial sites’ and is to have the following pollution hazard indices. Land Use Pollution Hazard Level Total Suspended Solids (TSS)Metals Hydrocarbons Sites with heavy pollution (e.g. haulage yards, lorry parks, highly frequented lorry approaches to industrial estates, waste sites), sites where raw materials and fuels (other than domestic fuel oil) are to be delivered, handled, stored, used or manufactured; industrial sites; trunk roads and motorways. High 0.8 0.8 0.9 Copy of Table 26.2: Indicative SuDS mitigation indices for discharges to surface water (CIRIA C753), edited. Table 7-1 provides an indication of treatment potential for common proprietary treatment devices available on the market. Proprietary treatment systems used on site - Mitigation Indices Type of component TSS Metals Hydrocarbons Aqua-Swirl Vortex 0.8 0.5 0.7 Aqua Filter Unit 0.8 0.8 0.7 Aqua-Swirl Vortex Aqua Filter Unit in sequence >0.95 0.9 >0.95 Table 7-1 Mitigation Indices for Proprietary Storm Water Treatment DevicesRECEIVED: 28/08/2026 E2594 Proposed Renewable Biogas Plant, Co. Monaghan Engineering Services Report 22 As shown in Table 7-1, the proposed development SuDS remove runoff contaminants to appropriate levels. All pipework collecting run-off on-site shall pass through an appropriately sized Aqua-Swirl vortex (or similar) immediately upstream of an Aqua Filter Unit. These two items are installed upstream of attenuation storage tanks. All surface water run-off treatment shall be provided using proprietary products. All captured surface water within the site will pass through a sequence of Aqua Swirl Vortex and Aqua Filter Unit at least once before reaching Surface Water Pumping Station 2. From here the harvested surface water will either be pumped to the plant process, or discharge from the site via a headwall to the existing drainage ditch in the north-east corner of the site. 8 Foul Water Foul drainage collected from the on-site welfare facilities during operation will be directed to a commercially sized package treatment plant via a network of pipes and manholes as shown on Drawing MON MCA ZZ XX DR CE 2000. It is estimated the plant will generate c.2m3/day of foul effluent. The use of treated effluent in the AD process is normal practice and is more sustainable than sending to sewer (where available) and adds to the circular economy model for the plant. As such, there will be no trade effluent (waste waters) or domestic type wastewater discharging from the proposed development. It shall be pumped from the outlet of the package treatment plant via a Foul Water Pumping Station to an above ground storage tank with large volume capacity before being drawn into the main process building to aid the dilution of feedstock process and create a pumpable slurry. This also reduces demand on external water supplies. Occasional removal of solids off-site will be required (estimated once per year) to an appropriate facility, likely the McBreen waste facility at Corranure, Co. Cavan located c.20km southwest of the site. The Foul Water Pumping Station will be sized to provide 24 hours of storage for the foul flows generated by the site as a contingency should there be a pump or power failure. It will also afford some flexibility to the plant operator with respect to sending the treated water to the AD process.RECEIVED: 28/08/2026 E2594 Proposed Renewable Biogas Plant, Co. Monaghan Engineering Services Report 23 DRAWINGS RECEIVED: 28/08/2026 Red Line BoundaryLEGENDDRUMCALLFORMERORANGEHALL(DERELICT)R189L2320 Drumg loe RoadL2280 Drumcall RoadMAGHERNAKELLYNEW PARK FARMRESIDENTIAL PROPERTYProjectDrawingScaleProjectRevisionOrganisationZoneLevelTypeRoleNumberProject NumberDrawnDateCheckedDateApprovedDateStatus code & Description--------------RevIssue DateDescriptionAppAll dimensions are in metres. Figured dimensions to be taken in preference to scaledimensions. Dimensions to be checked on site. © 2021 McAdam Design Ltd.StatusClientT: 028 9040 2000E: admin@mcadamdesign.co.ukwww.mcadamdesign.co.uk1c Montgomery House478 Castlereagh RoadBelfast, BT5 6BQContact DetailsStage 1 - Concept DesignStream BioEnergy Ireland LimitedProposed Renewable Biogas PlantMaghernakelly, Drum, County MonaghanSite Location Plan1:1000 @ A1MR17/08/2026RM17/08/2026PA17/08/2026MONMCAZZXXDRCE1000P04E2594S2EWNSBackground mappingCYSL50403614© Tailte Éireann - SurveyingNOTES:1.The mapping illustrated on this drawing is the proposed sitelayout.2.This drawing should be read in conjunction with all relevantdrawings (Architectural and Engineering).3.All measurements shown are in metres, and all levels are toordnance datum unless otherwise indicated.DERNAMOYLERESIDENTIAL PROPERTYFARM PROPERTY (WITH DWELLINGS & OUTBUILDINGS)L22802 McKeever's RoadRESIDENTIAL PROPERTYDERELICTPROPERTYRECEIVED: 28/08/2026 9 6 . 0 0 9 7. 00 9 6 . 7 5 9 6 . 5 0 9 6 . 2 5105.75107.00107.00106.75106.75106.75106.50107.75107.75107.50107.50107.25107.25106.25106.00105.75105.50105.25105.00104.75104.50104.25104.00103.75103.50103.25 103.0010 2.75102.501 0 2 .2 5 1 0 2 .0 0 1 0 1 .7 5 1 0 0 .2 5 1 0 0 .0 0 9 9 .7 5 9 9 .5 0 9 9 .2 5 9 9 .0 0 9 8 .7 5 9 8 .5 0 9 8 .2 5 9 8 .0 0 1 0 1 .5 0 1 0 1 .2 5 101.0 0 1 0 0 .7 5 1 0 0 .5 0 9 7 .7 5 9 7 .5 0 97.25107.50108.00SVSVFLFLFLFLFLFLFLFLICRSRSRSTPTPTPTPTPTPSTAYMKRMKRPipePipe115.25115.52115.36115.36114.80114.98114.9696.09 94.92=IL95.11=IL96.37 9 6.86 97.1197.2198.0697.839 7.54 96.54=IL97.85=IL9 9.07 99.20100.39100.231 00.25 1 01.23 101.46101.67102.95102.841 02 .48102.79=IL1 03.89 104.27104.59104.85105.93105.71105.301 04.99 104.02=IL104.95=IL1 06.21 106.64107.05107.43107.24107.10106.95107.28106.47=IL107.84106.28=IL107.75107.75106.59=IL107.63107.55106.41=IL107.52107.00106.62106.71105.31=IL106.54106.49105.46104.16103.06101.71100.4899.2897.8190.1789.5589.7890.0790.1189.9290.0990.2790.4390.6490.4590.7290.8690.3790.2990.2190.1690.26 90.1790.6490.1989.9290.0689.8689.7789.8089.5789.6489.8989.4589.1789.2988.9788.7788.7987.39=IL88.0788.6788.4788.1686.80=IL88.0088.3888.3088.1787.04=IL87.35=IL88.4588.4988.4388.4788.4188.3588.4488.5288.4788.6488.6989.0889.0389.1589.5789.3789.4289.6989.6789.8890.2189.9790.0290.2090.1490.4790.6290.3390.4090.5190.4390.6590.4190.3890.4690.2990.1790.0089.9190.1290.2390.2990.2090.03123.07=RL118.96=RL117.75=RL118.59=RL119.33=RL121.43=RL120.32=RL119.86=RL118.00=EL119.04=EL120.11=EL120.39=EL117.91=EL116.09=EL116.78=EL115.83=EL114.43=Cable HT112.37=Cable HT111.60=Cable HT111.27=Cable HT108.66=Cable HT107.64=Cable HT106.20=Cable HT105.04=Cable HT112.23=Cable HT111.83=Cable HT104.82=RL102.92=EL108.58=TT111.47=TT115.62=TT116.11=TT117.20112.96113.82113.87115.18114.88115.34RS3SHEDSHEDSHEDSHEDSHEDDWELLINGDWELLINGDITCHDIT C H DIT CH DIT C H DI TCHDI 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8.0398.4493.8093.7799.2088.7188.0690.65101.3998.2395.1792.2292.5297.3691.8499.0495.7996.0295.2096.1996.8096.4597.4397.5590.2588.0697.9097.1698.82100.70101.93101.03100.95101.30102.08102.65102.43103.24102.6797.29101.9297.5593.2492.01100.2299.82100.77101.22101.81101.79100.84101.2898.12100.55103.07102.20102.85103.79102.17103.09103.09103.69103.80104.88104.6299.50101.4488.9489.1993.8495.70104.3199.8792.8093.2496.92100.31101.6188.51101.94102.02102.43106.8998.5095.9393.3092.2391.64100.4299.7298.5599.1588.1398.5998.4498.0299.16101.2099.3896.5191.6090.6390.83102.9798.5792.01102.31100.63101.58100.4490.9295.2489.7588.3188.5088.4297.0991.7992.0499.3695.52100.8799.9199.7699.5499.2998.7999.5099.83100.20100.14104.0087.9895.6394.9496.1192.64112.91114.19114.83112.98111.42109.67106.38106.24104.38101.78112.05102.20100.2397.5195.65108.38110.47106.33105.63110.04110.97111.26101.81112.58111.57110.3789.5990.3389.9191.2392.0793.84104.2799.0398.0494.76109.6794.1893.87100.75102.39104.80111.25111.35109.88107.99107.29106.2893.8190.71112.6191.82110.52109.34110.13111.01112.49111.55108.02105.90105.41104.43104.3798.7797.0095.9690.9289.9990.3189.78104.96100.8797.8393.3196.93102.63109.28110.9991.8590.2089.8991.0492.7393.2994.7695.11104.56104.89110.51102.3797.8096.7095.2593.5593.8693.8595.76105.89110.71110.0299.0193.1094.4394.0189.4289.5793.8296.3994.3295.1697.1297.48102.43106.0489.89106.99108.52111.50111.28106.60108.66109.67111.82111.33114.68115.82109.78115.1693.1596.8599.2097.52100.16104.04105.41101.18102.33110.84109.74108.3995.55111.02112.53114.93108.39110.72112.07106.96106.29106.62105.80100.98111.36112.74111.16104.76106.59110.30111.70110.99113.99112.77112.88115.09115.65114.39110.39115.09110.43112.46108.01102.24103.06103.72102.3098.2197.2495.22114.74110.76109.93107.79105.31104.86104.23100.22102.1997.9897.5596.6395.5492.2190.4390.6292.41102.39100.9596.9993.3494.5695.7497.0197.9999.31102.3593.1291.7293.26102.41105.42107.74106.29107.97106.6295.3093.8792.9892.2192.65105.00100.94105.81106.22105.26105.24104.60104.57104.21106.73106.12106.02105.58107.23105.80103.0498.6896.8492.2790.9290.5789.8489.4589.1189.0688.99104.8788.6199.5297.2994.1392.6098.13102.44103.89106.67106.71105.59107.44103.11104.30103.52103.16103.36103.50105.20105.85106.17103.89100.2892.5989.75103.1788.7389.0490.7993.8693.3394.6792.98107.74107.1697.4795.5990.08104.92101.90104.1299.4099.4197.0591.3791.0289.0088.9989.1788.7589.02103.8589.3091.3191.9897.9693.6993.8895.5397.49104.72103.36103.9489.59107.02108.85108.5193.4895.2796.9398.27100.89104.32105.75106.92109.00110.0892.77110.63109.86107.74108.24110.12110.25110.93110.35104.2698.9197.08107.7795.3692.80106.86107.08108.98109.88110.73109.53105.08104.80106.06108.60107.5897.33109.33111.56111.53110.2597.2995.0092.0993.5490.7989.8789.54109.2292.0791.5790.08109.26108.03106.69108.74107.53106.41102.28104.54106.46106.57108.61107.51107.01105.99106.43107.39108.11106.40109.23109.23110.21109.12106.33108.20108.78109.0089.4889.5690.0990.53105.2195.4694.42105.36102.1498.1394.9893.0394.3296.4699.64101.22103.27101.67106.24107.17108.02107.90107.6798.48105.88106.1893.85107.7797.1895.5693.8599.8398.2497.1592.2298.2498.54106.4791.3898.6995.4495.8588.4198.9998.2199.4989.09101.16104.9496.0393.3699.06101.10100.6288.3088.9197.2390.4399.8598.2299.5499.9899.65100.28100.4189.8393.03107.23102.45103.45101.0298.13113.6199.8495.5595.94110.31112.77115.79115.6894.6392.9996.8898.29111.52111.63112.09111.9395.89111.02113.12113.89101.69112.31101.2789.22116.5892.8098.63101.9297.76109.59111.39111.53111.02109.07108.1890.00101.1391.3595.4197.54102.4598.78109.70110.35112.06101.44116.28103.80100.4290.2590.3789.1290.5793.0398.71101.0896.9489.1690.6592.21103.60106.5191.76102.71104.0988.3589.2992.5293.1496.4397.1794.4695.40102.4287.12109.5293.8395.0497.0997.56106.17109.51111.20109.8095.7496.43110.8395.77109.81108.91111.33100.65100.2098.7397.9598.53106.3898.0792.90110.5088.4088.3788.2288.4988.1587.8987.4288.5888.0488.3988.1487.8787.7687.9387.7488.1688.1088.0287.7688.0387.9087.8088.1887.6590.1689.4087.9188.0788.1787.7587.4889.8590.3889.4187.3887.4887.6987.2688.1488.2687.8990.0389.2289.7089.5290.8489.3989.4089.7891.0489.3690.9190.0189.3889.8390.0588.0187.8490.1187.8888.8188.5088.4089.1388.4488.1889.6189.1389.5888.0888.8488.0288.0588.3787.4288.6588.4688.3087.7087.8196.8592.0591.5490.5993.7296.8294.8697.5094.3994.9397.4497.2194.0199.6897.3391.9990.7290.2289.4290.5693.0194.5189.0388.7789.5896.11102.3995.84100.0897.0999.65101.06101.5199.7391.05110.19112.29107.2598.9997.2695.4093.2793.4295.2792.8292.4292.0391.7491.3293.3191.5193.4992.1192.8189.4491.8697.2893.8495.6793.8093.5792.7393.1994.6496.4594.0594.84105.2199.2099.7190.1388.7088.4992.0188.5098.0188.1188.8888.8688.5088.4289.2389.5591.4691.3591.3190.7089.4590.7788.2590.6791.8192.7694.3189.0698.4598.1298.4892.9992.4288.9788.7488.7990.2390.1489.1792.0293.1492.8392.8989.8590.7990.1890.7590.9591.5891.3389.7589.9088.2088.1788.0488.6989.5990.2589.4589.9489.8987.9887.3588.6688.5889.6689.4987.9388.7490.1388.1893.8893.8292.7693.7193.1393.1592.3993.3893.4193.6093.4493.6493.8093.8788.10118.28113.34102.1897.2895.9390.2794.9494.32114.19112.89119.0190.2295.40111.59111.34115.92106.01111.25103.42104.8295.0596.7195.11111.7590.13100.2693.6991.3895.79112.18114.45120.1298.4593.4088.89105.4490.4995.67108.78116.36120.71120.97116.20102.37100.8189.5890.9199.54120.9598.61101.05110.38114.50113.26110.67109.8497.2696.76102.42106.50109.77110.95108.36107.95110.89111.4299.8095.6297.62109.10110.25110.63110.51111.00102.42108.24110.46106.33112.28102.8489.8994.11105.37111.40118.03111.02110.79110.75101.7088.8289.4095.31110.15113.7796.5690.2589.59109.67102.90115.50104.3897.90115.43103.72104.43104.72104.22103.96115.0294.6988.04110.57112.92109.53105.1496.6091.72115.8898.1488.0790.4293.2595.69114.51106.71109.4998.4091.92101.4999.2291.7389.0890.59100.2290.41100.2889.28102.45102.42102.4094.3290.0792.5989.0591.3489.41114.89105.86112.09101.6998.1394.3491.7890.3489.8189.5989.9290.0499.1292.52103.7594.91103.19103.58112.07118.80100.6199.2096.7597.8790.2499.23100.53114.32116.84115.29100.1989.3787.66111.98107.56110.98109.89110.5199.6095.5689.2795.3692.81112.48110.49107.40109.1688.11115.11102.43108.75110.99112.4388.0188.1588.2098.4496.1995.2696.7195.2591.3389.2390.1289.3488.6288.7888.7088.5289.3187.5889.0889.5390.9189.5991.2992.6592.5694.4594.92108.5797.4897.4197.6497.5096.4389.2389.5193.4395.3391.1992.5699.8893.1893.7991.3389.1789.8990.1988.3889.2090.5488.2696.5991.2588.6088.5789.8190.5689.1888.5189.4790.4590.4088.9388.9697.0897.7199.49108.8589.5990.5892.2092.8096.02100.0299.87108.8590.3595.2694.3492.9093.8598.0295.6493.7895.3392.3392.6195.7297.5797.2193.8596.3191.8792.6891.0394.8392.8096.2195.5696.8792.1694.6496.4397.8496.8396.8997.1996.0195.6693.4893.5593.8494.5394.4695.1696.3495.9697.3496.1796.3593.6093.4593.4990.8392.4390.1790.5189.1988.7288.9191.5891.2792.3794.3890.9993.6495.2198.3196.5499.4793.5991.3489.0589.2291.8695.0695.7191.3493.9891.6693.2590.6590.2390.0590.8795.8292.1794.7493.6589.9190.2689.5289.4389.5490.9289.0389.1288.8689.0588.8993.7892.6895.0489.7489.5689.2189.8591.8593.7893.8390.9797.00111.52116.22102.32102.32103.6491.1090.1794.8693.1592.2088.4587.5788.1188.4388.3888.3888.6590.0888.5088.4988.1387.9689.5188.2787.2488.5989.4689.4989.5588.9196.06103.38103.6292.1489.5788.9588.4488.1888.4288.0988.1688.1486.9496.1587.1789.4193.6089.7992.2990.83107.46111.25114.82113.4088.8496.0097.99101.66102.4399.5190.8589.7991.1294.0498.8397.3596.4798.3199.73114.27110.48113.70115.29104.67105.13105.57103.16104.24104.6298.1197.0197.09110.97100.64100.73100.75100.87109.7089.0090.3191.1894.6799.29100.9998.0297.31107.01107.97109.2589.59112.23108.3698.6590.9289.2088.6990.2890.4989.5189.1291.2490.2090.77104.7390.7389.4688.5189.7091.0991.8792.2793.8796.6797.3196.2188.35112.87108.85111.9191.8091.2099.56107.70105.45110.81110.78112.50108.53115.30115.18102.45101.45102.44102.33113.67106.4797.0796.26101.36101.61100.23101.3397.4896.3798.2198.7595.5695.0695.3291.3790.6589.4391.5988.5589.6289.2388.7189.1890.3492.0595.4993.4493.5594.0495.2193.5192.8892.9092.5693.0192.9892.5392.2193.1690.9691.6391.3889.2589.8790.8490.0090.3889.3489.9791.0891.5591.4091.3590.5991.3295.7694.4993.9093.6293.7993.8595.2496.6394.3193.6593.4493.6293.7294.0695.0994.0393.5993.2693.3293.1193.5793.8892.3491.5892.3588.8387.8188.0488.4288.4188.4489.2389.7290.0389.8288.3289.6289.5489.5888.9388.6089.6689.1789.9689.5789.8088.8589.1387.8188.7788.1487.9588.1287.8788.1989.1789.3089.0488.7289.5789.5289.7189.5389.5089.5190.4489.5989.0089.4690.4291.4191.2690.6291.6890.2192.2992.5292.1092.5092.8693.3991.4691.5891.8491.4190.2991.1689.5789.5989.0488.9688.5688.7788.9089.4090.0390.5090.2290.8290.5991.0694.4694.5093.2892.1491.9192.2393.1993.3493.6493.8894.4193.8092.7995.4792.8294.2292.2692.4492.9594.2394.5094.3494.5695.5793.7494.3494.1295.8996.3495.2996.6894.8295.5094.5892.1091.5891.7093.8692.7393.5997.4393.2096.5395.6596.2195.2993.4693.6194.2994.4294.4094.5394.6094.5996.4594.6794.0094.1395.4192.7295.0492.9093.4793.8194.1594.7194.2493.1395.1294.4993.0693.2793.6193.7194.3294.3593.3896.6589.8695.93102.2094.9199.5191.9893.8296.88101.1094.2395.5494.8296.6497.5396.5495.6298.2897.0893.1794.4495.9089.5299.7387.2799.2698.1599.68101.67100.95102.01100.2997.0792.2491.3090.8889.3089.5488.7788.3088.6090.3590.1690.1888.7590.4891.8993.0791.9589.5287.1988.5988.6489.3587.9687.9988.0488.5288.4489.0590.5488.8589.2689.8589.7190.9087.8287.9388.5189.5887.4688.6790.7689.2094.5994.5093.2794.3194.4794.6994.7593.5892.1392.3094.1094.1193.1395.9593.6893.2594.6093.8794.2088.1487.9087.8889.9088.2987.9890.5890.8189.4489.5190.4889.0789.3790.0488.1289.0788.2487.6789.8388.708586.9788.8588.9590.1289.7289.4089.6589.8489.0289.0589.3389.7590.5889.0491.0396.0490.6589.9789.4988.9088.4389.0795.7091.1089.5795.5488.0887.6388.9588.1187.6488.1688.2988.0487.9788.1487.7588.2287.7887.9888.7188.9490.1990.8087.6787.2788.9991.5293.7087.1187.7487.3987.5687.9787.1588.3087.46103.64105.03103.80105.47105.50107.48107.84107.31102.00103.91107.0996.64105.40101.55104.12104.36104.55101.5991.8494.8489.4589.5999.08104.391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95.8988.5088.0188.4396.6693.8492.5491.3495.7796.5998.8288.31115.44113.33111.00110.38114.04115.05116.73116.53114.58117.92116.59115.20118.11110.25112.4188.8488.6088.5289.5989.8589.7090.1289.8389.7090.37112.08114.41112.03114.18112.90113.04112.75112.78102.4397.8398.1896.7791.95114.9989.01110.73111.99114.02114.61113.39112.7596.0795.2094.31110.5693.87111.0099.1795.28103.82103.73104.37104.35100.2398.3994.81114.7589.9695.30102.45112.24104.95104.30105.08105.66105.5389.80106.05115.31112.3489.1588.5089.3390.3690.3990.7690.4091.8092.1190.85114.1190.6990.7891.0391.6490.6496.0195.0298.7499.58106.77108.2290.37105.59102.07107.02105.99100.8796.0390.8893.5589.2988.9590.4790.78115.2990.3491.8097.75108.3396.5598.1393.3992.8793.8793.8194.5393.75115.17114.6993.4590.2488.3988.2088.2596.4490.2893.75105.26104.8496.0799.7789.3090.8390.1989.7694.0394.9695.96100.0198.85101.36107.0488.4187.9791.0890.9991.9191.7290.9891.8099.2491.1590.7399.8890.1890.2489.7790.0191.1291.8791.4796.5795.8696.6795.4099.9199.7995.4195.0295.0196.2396.8894.5994.2993.8396.2693.7194.0396.1596.4797.3194.4095.4695.9097.6392.2896.1396.8692.5491.3994.3599.0889.2089.7594.1190.5190.7896.0097.4098.0190.1299.8998.4899.3096.7697.2696.3796.8897.1596.8193.7292.2591.7592.8195.9697.7597.0189.8889.7889.8390.4195.3897.76100.8096.7698.5492.8789.9290.0891.9190.9991.1095.4193.6292.2694.3690.5790.3090.5790.7791.8695.0999.2290.6589.9690.3993.3793.8790.2090.1493.6998.5498.9598.56102.51103.58102.31100.8298.1597.3897.3898.27101.3795.0997.3890.3198.0389.3892.2091.9192.5497.5897.4499.34101.82106.63111.40106.0696.3696.1997.1897.0998.0899.22100.56100.51106.50108.28109.42111.14113.03112.52112.00113.07110.6794.0390.3597.5397.05108.95110.4299.9698.6698.4899.5299.38101.00103.85104.68106.38108.5499.0398.31107.1692.48104.2498.3098.2898.6598.1298.83100.97101.80103.37104.64105.60110.39110.58109.4097.4893.5591.1190.67114.54113.58112.30111.50112.2593.7397.78101.11102.69104.91106.75111.51111.70114.16112.85112.2092.5994.40100.40101.05107.03113.87111.7090.7890.4290.8590.9798.67112.37108.87102.50103.98108.76112.45111.8295.0595.6798.11100.2799.67100.13113.81100.58101.81103.67108.61106.33110.78113.93111.95111.8494.3494.82101.05106.75106.76100.86100.39102.2399.1193.0697.6991.9498.3298.3399.7898.3293.2493.1392.6590.9093.6289.9889.9396.3499.0491.5790.8891.9392.4993.5389.9591.2790.5993.1299.6490.3693.7194.0392.5092.0592.4893.6696.86100.3799.6899.45100.13102.52100.90101.2699.2591.1295.8796.2697.94104.23111.6997.7997.7597.8199.81113.6398.57100.67110.56100.49104.18109.48106.30107.37107.35105.41100.3599.4599.5098.35111.5691.8491.2490.8994.2593.5095.4096.3597.1498.5391.4791.1190.6591.4491.6491.4196.1193.2693.6793.1793.6493.3093.7994.9892.3394.0794.5099.3592.9793.2892.1592.6591.2391.3794.2293.5399.7092.1291.7891.7692.0398.9390.6992.0489.7991.1190.1591.8891.2690.8891.3595.0097.0798.5799.4491.8696.0291.7197.4690.2390.3296.7593.1090.2099.2794.6590.3190.3390.3590.3098.6299.2689.9290.0889.9489.9989.9293.0491.9292.9194.6195.8196.8197.6790.3490.4293.1193.6291.5690.9493.8694.1489.3994.1094.7793.6895.7093.0192.4889.9295.3494.1692.4290.1595.3291.6291.0998.4193.3591.0891.2390.5889.8289.9992.8892.2393.1793.4191.9296.3797.1399.0495.6796.0995.8496.4199.0898.7898.3595.9595.3594.5296.0395.1495.8997.8197.7398.1294.6794.2495.2095.6197.3897.4294.3194.3393.8795.4893.24100.59100.3496.0294.0792.6298.1898.2498.9199.0499.8199.22102.33102.65101.76102.7698.4599.74101.68100.4596.9997.4698.4699.62100.58100.65103.2094.4096.1098.0895.0795.1894.0694.7294.1192.6192.9293.0793.8795.6097.4993.0693.9992.7192.4492.9693.3896.3491.6694.7393.0291.8091.6792.0992.4897.2995.0794.5394.8496.5196.6097.5097.8299.8899.45101.7197.5896.4896.9096.2297.1795.4095.0896.0996.6497.7998.0298.6699.5999.1799.0096.6299.1698.5795.7194.6796.0295.9095.9095.76100.5791.4091.0690.5390.2490.2591.1896.1990.5890.0989.9589.8490.1297.0891.2192.3292.6392.2691.4594.3595.1793.9496.5991.0791.8191.7590.6790.6990.8791.4291.0592.53102.45101.80100.5090.4290.8192.6496.8895.9290.9191.8998.3698.1193.8093.7793.7591.1789.5894.5394.9993.8691.3690.1496.9995.6192.6191.7091.9491.2097.1992.6398.9598.3698.0698.11100.24102.5392.8789.4790.6694.7391.9191.0492.8291.87100.46103.13100.49100.9798.9998.84103.0897.8899.35101.82104.53103.69105.25102.95109.56100.16106.75107.7996.23109.23111.02112.18100.60100.15101.82106.62106.53108.83112.71113.13112.83103.88107.30109.36110.5993.9899.28103.25109.65108.30107.15106.20106.62110.63109.80109.52107.64106.1991.91111.6691.8996.9596.7297.27100.11100.14101.81112.8597.4898.27100.04113.48112.67108.15113.44112.6894.61102.90103.85104.98112.80114.45113.50112.35101.0292.3398.7396.8396.7197.8796.5297.0495.6097.2295.5195.4296.1296.2195.6296.8397.9398.61103.7496.6899.49101.18101.00101.74101.15101.18100.87100.2095.61100.35100.45100.41100.23100.13100.2998.8899.0699.7199.2998.7098.9499.8596.5695.7892.8293.0692.7993.5691.7790.8991.3293.8494.4095.4294.5494.7095.8794.9995.1694.1896.3099.8197.85100.2799.5999.7598.9198.8398.4898.0998.0597.9696.8697.6696.5595.0794.74100.50100.92101.79101.201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11 .0 1 11.0111.0111.0111.0111.0111.0111.0111.0111.0111.0111.0111.0111.01 1 1 .0 111.0111.0111.0111.0111.0111.01 11.0 111.0 111.0 1 10.5 111.5111.5111.5111.5111.5111.51 1 1 .5 111.5 111.5 1 1 1 . 5 112.0112.0112.0112.01 1 2 .0 112.0112.0 1 12.0111.5111.5111.5111.5111.51 1 1 .5 111.51 1 1 .5 1 11 .5 1 11.5 1 1 1 . 5111.5111.5111.5111.5111.5111.5112.0112.0112.0112.0112.01 1 2 .0 1 1 2 .0 1 12 .0 1 12.0 1 12.0112.0112.0112.0112.0112.0112.01 12 .5 112.5112.5112.5112.5112.5112.5112.5112.5112.5112.5112.5112.51 1 2 .5 1 1 2 .5 1 1 3 .0 113.0113.0113.0113.0113.0113.0113.0113.0113.0113.0113.01 1 3 .0 1 13 .0 1 1 3.5 113.5113.5113.5113.5113.5113.5113.5113.5113.5113.5113.51 1 3 .5 1 1 3 .5114.0114.0114.0114.0114.0114.01 1 4 .0 1 1 4.0114.0114.0 114.0 114.0114.0114.5114.5114.5114.51 1 4 .5 1 1 4 .5 1 1 4 .5 1 1 4 . 5 1 14.5114.5114.5114.5114.5115.0115.0115.0115.0115.01 1 5 .0 1 1 5 .0115.0115.0115.0115.0115.0115.5 115.5115.5115.5115.5115.5115.5115.5115.5115.51 1 5 .5 1 1 6 .0 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.0 89.089.5 87.587.587.5 89.5 89.589.58 7 .5 8 8.0 88.087.588.588.589.5 93.594.088.58 8 .588.588.5 88.588.588.588.5 88.588.588.588.088.088.088.088.087.587.588.088.5 88.0 9 3.5 90.5 90.590.593.090.590.0115.5116.088.088.58 8 .087.588.087.58 8 .0 89.587.589.589.588.087.587.587.5112.5112.5112.5112.5112.5112.5113.0113.0113.0113.0113.0113.5113.51 13.5113.5114.0 114.0114.0 114.596.099.0121.594.588.087.58 7.5 87.587.587.5Topographical Survey @Maghernakelly, Co MonaghanC. Comiskey24/09/20251:1250 - A05443-2-2DNotes:Project:Client:Engineer:Surveyed by:Date Surveyed:Scale:Drg No:Email: info@cposurveying.ieTel: 07739043235Co Armagh BT60 4SGMiddletown15a Drumhillery RoadCPO Surveying LtdContours shown at 1m & 0.5m intervalsThe Survey is related to ITM Co-ordinatesand related to O.S.B.MSheet 1 of 1SITE ENGINEERINGLAND SURVEYINGEARTHWORKS VOLUMESVision DesignRECEIVED: 28/08/2026 ECPECPSTOPDigesterDigesterDigesterDigesterDigesterDigesterGasHolderEvaporator FeedTank14mØ x 11mSludge Buffer Tank17mØ x 17mCondensateTank9mØ x 9.5Hot WaterTank4mØ x 4.5Concentrate Tank9mØ x 9.5EvaporatorWeighbridgeWeighbridgeProcess Building2 roller shutterdoorsRoller shutter doorPedestrian doorPedestriandoorBypass LaneTanker Lay-ByFire Water Tank10mØWheel washWheel washRoller shutter doorPedestriandoorRollershutterdoorRollershutterdoorPedestriandoorsPedestriandoorsRoller shutter doorsRoller shutter doorsVehicle HGVturningDryer BuildingPellet HallRollershutterdoorPedestriandoorRollershutterdoorPedestriandoorPedestriandoorCHP BuildingEngine RoomPanelRoomFan CoolersBoilerPedestriandoorVehicle Turning ZoneVehicle Turning Zone3223Engine RoomPedestriandoor171162230Tanker Lay-ByPedestriandoorPedestriandoorFan CoolersControl BuildingAdmin BuildingPedestriandouble doorPedestriandoorPedestriandouble doorPedestrian doorBack-up GeneratorFuel TankFlarePedestriandoor4 roller shutter doors2 Pedestriandoors4 roller shutter doorsPedestriandoorStorage andMaintenance SpacePlant RoomGas Grid Entry UnitLPG TanksBiologicalDe-SulphurisationUnitsBiogas Upgrade PlantCO2 LiquefactionAmmonia StrippersDryer / CHP /Boiler StackProcess WaterBuffer TankActivatedCarbon UnitsRed Line BoundaryLEGENDEWNSProjectDrawingScaleProjectRevisionOrganisationZoneLevelTypeRoleNumberProject NumberDrawnDateCheckedDateApprovedDateStatus code & Description--------------RevIssue DateDescriptionAppAll dimensions are in metres. Figured dimensions to be taken in preference to scaledimensions. Dimensions to be checked on site. © 2021 McAdam Design Ltd.StatusClientT: 028 9040 2000E: admin@mcadamdesign.co.ukwww.mcadamdesign.co.uk1c Montgomery House478 Castlereagh RoadBelfast, BT5 6BQContact DetailsStage 1 - Concept DesignStream BioEnergy Ireland LimitedProposed Renewable Biogas PlantMaghernakelly, Drum, County MonaghanProposed Site Layout1:500 @ A0IP17/08/2026PA17/08/2026PA17/08/2026MONMCAZZXXDRCE1050P16E2594S2Background mappingCYSL50403614© Tailte Éireann - SurveyingNOTES:1.The mapping illustrated on this drawing is the proposed sitelayout.2.This drawing should be read in conjunction with all relevantdrawings (Architectural and Engineering).3.All measurements shown are in metres, and all levels are toordnance datum unless otherwise indicated.RECEIVED: 28/08/2026 7 am8 am10 amSUNSUMMERNOON11 am1 pm 9 amNORTH4 am5 am3 am 6 amMID-NIGHT9 pm7 pm8 pm6 pm3 pm 4 pm5 pmWINTERMID-SUN2 p m MID-KEY:Existing Edge of RoadProposed Road EdgeExisting Road SurfaceProposed New Access/RoadwayProposed Boundary FenceElectricity Pole/CableTelegraph Pole/CableExisting HedgerowVisibility Sightline 90mExisting SightlineVisibility Sightline 160mExisting Verge (Where Shown)Proposed VergeExisting Road SignSluice ValveFire HydrantPillar Box (Elec.)Red Line BoundaryEPTPRSSVFHPBRSCL:91.20MHCL:91.06MHCL:91.10MHZ:94.784X:658781.044Y:818440.412FHGA T E GATEGATEIL:89.47IL:92.53PBPBPBPOLEPOLEPOLE94.3194.4694.5894.5294.4894.6194.9195.0394.8994.7194.5394.3294.1594.0393.8593.6993.5493.3093.0492.7092.4092.1991.8591.4891.3191.2391.2391.1191.2091.1491.1891.1991.2191.1891.1891.0790.9290.6990.4590.2990.4190.6190.8891.1791.2291.2291.2591.2391.2591.2691.2791.3591.3691.3191.2991.3991.5891.7991.9792.1492.2392.4492.5992.8293.0093.2093.5693.7393.9794.2994.6394.9295.1195.2695.3991.2191.3391.3291.22RSRSRSRSRSRSRSRSRSSVSVSVSVSVSVSVSVTH:97.61TH:97.16TH:97.21TH:96.83TH:96.37TH:95.59TH:95.36TH:94.64TH:94.44TH:94.18TH:93.76TH:93.37TH:93.22TH:93.43TH:92.82TH:92.04TH:91.78TH:91.51TH:91.41TH:92.21TH:91.88TH:91.93TH:92.01TH:92.38TH:92.78TH:94.37TH:95.04TH:95.58TH:95.75TH:96.08TH:96.43TH:96.96TH:96.70TH:99.25TH:95.61TH:108.86TH:108.04TH:104.30TH:103.60TH:102.60TH:98.37TH:97.09TH:96.90TH:99.68TPTPTPTPTPTPTPTPTT:101.41TT:104.50TT:107.32TT:104.13TT:102.55TT:100.81TT:102.5095.4395.3295.2295.0994.8894.6094.2493.9593.6493.4993.2292.9492.7292.5392.3692.1492.0091.8891.7091.4691.3091.1891.1691.2291.2091.1591.0491.1091.1191.3391.4691.8292.1492.4092.6593.0593.3393.5393.6793.8594.0094.1794.3194.5394.6994.8794.9994.9094.5394.3395.4795.2795.1294.8494.5094.1793.8493.6693.4793.2692.9892.7992.5892.4192.1992.0691.8691.6891.4591.3291.1691.1591.1491.1390.9790.7090.29RE94.3694.6294.7094.9895.0894.9294.7594.6094.3694.2294.0893.9193.7693.6093.3793.1092.7592.4792.2191.9091.5491.3891.26TPØ 4 5 0 m m 92.56IL:89.0590.8090.6390.6790.9091.5891.5791.6291.7192.1091.6292.3192.5993.2193.3994.0894.4894.9295.2395.0395.8695.8796.64TH:98.00TH:97.24TH:97.65TH:93.90TH:93.88RSTH:94.47TH:93.94TH:93.49TH:93.11RS89.7989.9590.2589.6989.6089.5889.6389.5689.4389.4689.5989.4589.3689.4089.3189.7889.6189.4189.4489.61IL:88.78IL:88.73IL:88.6289.5088.7288.6488.7388.5988.6488.5988.5889.8289.5789.6889.5689.4389.5589.9389.9289.5589.0889.0190.5190.0189.6389.6089.6189.7990.46FENCEFENCE 91.2291.3791.7392.0092.3792.7993.3393.9494.6195.1495.4895.8796.2796.6891.3091.4691.7892.1192.5492.9793.4794.0794.7195.2595.6396.0196.3796.7491.2691.4391.7192.0892.4692.8993.3493.9594.5895.1595.5695.9296.2496.5596.87TPTPTPØ800mmØ 3 0 0 m m STOPSLOW25 STOPprojectstagetitledatecheckeddrawnsurveyedrevisiondrawing no.03208/PL01Renewable Biogas PlantCounty MonaghanPlanning ApplicationProposed Road Improvement & AccessProposed Junction UpgradeProposed Local Road WideningProposed Development AccesscontentsNATWLJMKAug 2026Tel:Email:Website:Suite No.5, Gowna PlazaBracetown Business Park,D15 R59T+353 (0)1 825 3015info@trafficwise.iewww.trafficwise.iescaleAs Shown ( Printing at A1)AProposed Access & Road ImprovementScale 1:500Visibility Sightline 'x'=2.4m, 'y'= 120m i.a.w. CDP Table 15.4Visibility SIghtline 'x'=2.4m, 'y'= 120m i.a.w. CDP Table 15.4Visibility SIghtline 90mFenceline Set Back 1.0mVi s ib i l i t y S Igh t l ine 90mFence l ine Se t Bac k 1 .0mNo Obstructions to sightlinespermitted on road side of boundaryExisting hedgerow to be cut back and front face tobe maintained a minimum of 500mm from sightlineExisting low level hedgerow to be maintained cutto afford visibility as per existing junctionExisting sightline6.5006.5006.5003.0005.2502.1502.000RECEIVED: 28/08/2026 7 am8 am10 amSU NSUMMER NOON11 am1 pm 9 amNORTH4 am 5 a m 3 am 6 amMI D - N IG H T9 pm7 pm8 pm6 pm 3 pm 4 pm 5 p m WI N T E RMID - SU N 2 pm MID-KEY:Existing Edge of RoadProposed Road EdgeExisting Road SurfaceProposed New Access/RoadwayProposed Boundary FenceElectricity Pole/CableTelegraph Pole/CableExisting HedgerowVisibility Sightline 90mExisting SightlineVisibility Sightline 160mExisting Verge (Where Shown)Proposed VergeExisting Road SignSluice ValveFire HydrantPillar Box (Elec.)Red Line BoundaryEPTPRSSVFHPBRSCL:91.20M H C L : 9 1 . 0 6 M H C L : 9 1 . 1 0MH F H IL : 8 9 . 4 7PBPBPB91.319 1 . 2 3 91.2391.1191.209 1 . 1 4 9 1 . 1 891.1991.2191.1891.189 1 . 0 7 9 0 . 9 2 90.8891.1791.229 1 . 2 2 9 1 . 2 5 9 1 . 2 3 9 1 . 2 591.2691.279 1 . 3 5 91.3691.3191.2991.3991.5891.7991.9791.219 1 . 3 3 9 1 . 3 2 91.22RSRSRSRSRSRSRSSVS VSVS V S V S V S V TH:93.37TH:93.22T H : 9 3 . 4 3 T H : 9 2 . 8 2 T H : 9 2 . 0 4TH:92.21TH:91.88TH:91.93TH:92.01TH:92.38T H : 9 2 . 7 8 T P T T : 1 0 1 . 4 1 91.8891.7091.469 1 . 3 0 9 1 . 1 891.169 1 . 2 2 9 1 . 2 091.1591.0491.1091.1191.339 1 . 8 691.689 1 . 4 591.3291.169 1 . 1 5 9 1 . 1 4 9 1 . 1 390.9790.7091.3891.26Ø450mm IL : 8 9 . 0 590.8090.6390.6790.9091.5891.5791.6291.71 91.62TH:93.49TH:93.11RSIL:88.78IL:88.73IL:88.628 8 . 7 288.648 8 . 7 3 89.828 9 . 5 789.6889.0889.0189.608 9 . 6 189.799 0 . 4 691.2291.3791.7392.0091.3091.4691.7892.1192.5491.2691.4391.7192.08TPØ800mmØ300mmSTOPFTA Design Articulated Vehicle (2016)FTA Design Articul a t e d V e h i c l e ( 2 0 1 6 )FTA Des ign Ar t icu la ted Veh ic le (2016)93.5493.3093.049 2 . 7 0 92.40TH:94.37TH:95.04TH:95.58TH:99.68TPT T : 1 0 4 . 1 3 92.409 2 . 6 593.0593.3393.5393.6093.3793.109 2 . 7 5 92.47FTA Design Articulated Vehicle (2016)FTA Design Articulated Vehicle (2016)STOP SLOW25FTA Design Articulated Vehicle (201 6 )FTA Design Articulated Vehicle (2016)projectstagetitledatecheckeddrawnsurveyedrevisiondrawing no.03208/PL02Renewable Biogas PlantCounty MonaghanPlanning ApplicationProposed Road Improvement & AccessSwept Path AssessmentcontentsNATWLJMKAug 2026Tel:Email:Website:Suite No.5, Gowna PlazaBracetown Business Park,D15 R59T+353 (0)1 825 3015info@trafficwise.iewww.trafficwise.iescaleAs Shown ( Printing at A1)AProposed Junction & Road ImprovementScale 1:200FTA Design Articulated Vehicle (2016)Overall Length 16.480mOverall Width 2.550mOverall Body Height 3.870mMin Body Ground Clearance 0.515mTrack Width 2.470mLock-to-lock time 3.00sKerb to kerb turning radius6.600mBProposed AccessScale 1:200RECEIVED: 28/08/2026 ECPECP31,51274STOPDigesterDigesterDigesterDigesterDigester Diges te r GasHolde r Evaporator FeedTank14mØ x 11mSludge Buffer Tank17mØ x 17mCondensateTank9mØ x 9.5Hot WaterTank4mØ x 4.5Concentrate Tank9mØ x 9.5Evaporator WeighbridgeWeighbridgeProcess Bu i ld ing2 ro l le r shu t te rdoor s Rolle r shu t te r doo r Pedes t r ian doo r Pedes t r iandoor Bypass LaneTanker Lay-ByFi re Wa te r Tank10mØWheel washWheel washRolle r shu t te r doo rPedest r iandoor RollershutterdoorRollershutterdoorPedestriandoorsPedestriandoorsRoller shutter doors Roller shutter doorsVehicle HGVturningDryer Building Pellet HallRollershutterdoorPedestriandoorRollershutterdoorPedestriandoorPedestriandoorCHP BuildingEngine RoomPanelRoomFan CoolersBoiler PedestriandoorVehic le Tu rn ing ZoneVehi c le Tu rn ing Zone3223Engine RoomPedestriandoor 171162230Tanker Lay-ByPedestriandoorPedestriandoorFan Coolers Control Building Admin Bu i ld ing 1,53,51Pedestriandouble door PedestriandoorPedestriandouble door1,53,51,5Pedes t r ian doo rBack-up Generator Fuel TankFla rePedes t r iandoor 4 ro l le r shu t te r doo r s 2 Pede s t r iandoors 4 ro l le r shu t te r doo r s Pedes t r iandoor Storage andMaintenance SpacePlant RoomGas G r id En t ry Un i t LPG TanksBio log ica lDe-Su lphu r isa t ionUni ts Biogas Upgrade PlantCO2 Liquefaction Ammonia StrippersDryer / CHP /Boiler Stack Process Wa te rBuf fe r TankAct iva tedCarbon Un i ts Arti c u l a t e d V e h i c l e w i t h T w i n S t e e r e d T r a c t o r Arti c u l a t e d V e h i c l e w i t h T w i n S t e e r e d T r a c t o rAr t icu la ted Veh ic le w i th Tw in S tee red T rac to r Ar t i c u l a t e d V e h i c l e w i t h T w i n S t e e r e d T r a c t o r Arti c u l a t e d V e h i c l e w i t h T w i n S t e e r e d T r a c t o r Articulated Vehicle with Twin Steered TractorArticulated Vehicle with Twin Steered TractorArticulated Vehicle with Twin Steered TractorArticulated Vehicle with Twin Steered TractorArticulated Vehicle with Twin Steered Tractor Notes:1.The mapping illustrated on this drawing is the proposed sitelayout which will be subject to change following designdevelopment.2.This drawing should be read in conjunction with all relevantdrawings (Architectural and Engineering).3.This drawing is provided to illustrate the vehicle movements forthe site. All other features illustrated are indicative only and therespective drawing should be consulted if discrepancies occur.Notes:1.The mapping illustrated on this drawing is the proposed sitelayout which will be subject to change following designdevelopment.2.This drawing should be read in conjunction with all relevantdrawings (Architectural and Engineering).3.This drawing is provided to illustrate the vehicle movements forthe site. All other features illustrated are indicative only and therespective drawing should be consulted if discrepancies occur.20m0mVehicle Wheel TrackVehicle Chassis TrackVehicle Wheel TrackVehicle Chassis Track13.66.215Max 90° HorizMax 10° Vert1.886.41.41.47.81.42.524.781.462.7451.233.9750.655Articulated Vehicle with Twin Steered TractorOverall Length16.500mOverall Width2.550mOverall Body Height3.692mMin Body Ground Clearance0.426mMax Track Width2.500mLock to lock time6.00sKerb to Kerb Turning Radius6.987mProjectDrawingScaleProject NumberDrawnDateCheckedDateApprovedDateT: 028 9040 2000E: admin@mcadamdesign.co.ukwww.mcadamdesign.co.ukRevIssue DateDescriptionAppAll dimensions are in metres. Figured dimensions to be taken in preference to scaledimensions. Dimensions to be checked on site. © 2021 McAdam Design Ltd.StatusClientDrawing NumberRevision1c Montgomery House478 Castlereagh RoadBelfast, BT5 6BQContact DetailsFOR INFORMATIONStream BioEnergy Ireland LimitedProposed Renewable Biogas PlantMaghernakelly, Drum, County MonaghanProposed Site Layout Autotracking - Tanker1:500 @ A1MR17/08/2026RM17/08/202617/08/2026PAE25941700P09EWNSEWNSBackground mappingCYSL50403614© Tailte Éireann - SurveyingTurning movement at north end of MainProcess BuildingMovement of vehicles entering the site, enterweighbridge, then travel back down site topellet hall buildingEntrance tosite from eastExit fromsite to west.Turning movementat Pellet HallTanker parked in layby atCO2 Liquefaction PlantMovement of vehicles parking in laybyRECEIVED: 28/08/2026 ECPECP31,51274STOPDigesterDigesterDigesterDigesterDigester Diges te r GasHolde r Evaporator FeedTank14mØ x 11mSludge Buffer Tank17mØ x 17mCondensateTank9mØ x 9.5Hot WaterTank4mØ x 4.5Concentrate Tank9mØ x 9.5Evaporator WeighbridgeWeighbridgeProcess Bu i ld ing2 ro l le r shu t te rdoor s Rolle r shu t te r doo r Pedest r ian doo r Pedes t r iandoor Bypass LaneTanker Lay-ByFi re Wa te r Tank10mØWheel washWheel washRolle r shu t te r doo rPedes t r iandoor RollershutterdoorRollershutterdoorPedestriandoorsPedestriandoorsRoller shutter doors Roller shutter doorsVehicle HGVturningDryer Building Pellet HallRollershutterdoorPedestriandoorRollershutterdoorPedestriandoorPedestriandoorCHP BuildingEngine RoomPanelRoomFan CoolersBoiler PedestriandoorVehic le Tu rn ing ZoneVehic le Tu rn ing Zone3223Engine RoomPedestriandoor 171162230Tanker Lay-ByPedestriandoorPedestriandoorFan Coolers Control Building Admin Bu i ld ing 1,53,51Pedestriandouble door PedestriandoorPedestriandouble door1,53,51,5Pedes t r ian doo rBack-up Generator Fuel TankFla rePedes t r iandoor 4 ro l le r shu t te r doo r s 2 Pede s t r iandoor s 4 ro l le r shu t te r doo r s Pedes t r iandoor Storage andMaintenance SpacePlant RoomGas G r id En t ry Un i t LPG TanksBio log ica lDe-Su lphu r isa t ionUni ts Biogas Upgrade PlantCO2 Liquefaction Ammonia StrippersDryer / CHP /Boiler Stack Process Wa te rBuf fe r TankAct iva tedCarbon Un i ts Lie b h e r r L T M 1 2 5 0 - 6 . 1 M o b i l e C r a n eLiebherr LTM 1250-6.1 Mobile CraneLiebherr LTM 1250-6.1 Mobile CraneLiebherr LTM 1250-6.1 Mobile CraneLiebherr LTM 1250-6.1 Mobile Crane Liebherr LTM 1250-6.1 Mobile CraneLiebherr LTM 1250-6.1 Mobile CraneLiebherr LTM 1250-6.1 Mobile CraneLiebherr LTM 1250-6.1 Mobile Crane 20m0mNotes:1.The mapping illustrated on this drawing is the proposed sitelayout which will be subject to change following designdevelopment.2.This drawing should be read in conjunction with all relevantdrawings (Architectural and Engineering).3.This drawing is provided to illustrate the vehicle movements forthe site. All other features illustrated are indicative only and therespective drawing should be consulted if discrepancies occur.Vehicle Wheel TrackVehicle Chassis TrackProjectDrawingScaleProject NumberDrawnDateCheckedDateApprovedDateT: 028 9040 2000E: admin@mcadamdesign.co.ukwww.mcadamdesign.co.ukRevIssue DateDescriptionAppAll dimensions are in metres. Figured dimensions to be taken in preference to scaledimensions. Dimensions to be checked on site. © 2021 McAdam Design Ltd.StatusClientDrawing NumberRevision1c Montgomery House478 Castlereagh RoadBelfast, BT5 6BQContact DetailsFOR INFORMATIONStream BioEnergy Ireland LimitedProposed Renewable Biogas Plant Maghernakelly, Drum, County MonaghanProposed Site LayoutAutotracking - Crane1:500 @ A1MR17/08/2026RM17/08/202617/08/2026PAE25941701P06EWNSEWNSBackground mappingCYSL50403614© Tailte Éireann - SurveyingRECEIVED: 28/08/2026 ECPECPSTOP LEGENDAccess Road - Parking - 700mm deep (12130 m2)Notes:1.All dimensions are in millimeters unless stated otherwise. Alllevels are in meters referenced to AOD.2.The mapping illustrated on this drawing is the proposed sitelayout which will be subject to change following designdevelopment.3.This drawing should be read in conjunction with all relevantdrawings (Architectural and Engineering).4.This drawing is provided to illustrate the earthworks for the site.All other features illustrated are indicative only and therespective drawing should be consulted if discrepancies occur.5.Final levels are subject to minor change depending on sitelayout client discussions.Concrete Area - 1000mm deep (23771 m2)Landscape AreaProjectDrawingScaleProjectRevisionOrganisationZoneLevelTypeRoleNumberProject NumberDrawnDateCheckedDateApprovedDateStatus code & Description--------------RevIssue DateDescriptionAppAll dimensions are in metres. Figured dimensions to be taken in preference to scaledimensions. Dimensions to be checked on site. © 2021 McAdam Design Ltd.StatusClientT: 028 9040 2000E: admin@mcadamdesign.co.ukwww.mcadamdesign.co.uk1c Montgomery House478 Castlereagh RoadBelfast, BT5 6BQContact DetailsStage 1 - Concept designStream BioEnergy Ireland LimitedProposed Renewable Biogas Plant Maghernakelly, Drum, County MonaghanProposed Site Layout-Earthworks1:500 @ A0MR17/08/2026RM17/08/2026PA17/08/2026MONMCAZZXXDRCE1101P08E2594S2EWNSRECEIVED: 28/08/2026 ECPECPSTOPDigesterDigesterDigesterDigesterDigesterDigesterGasHolderEvaporator FeedTank14mØ x 11mSludge Buffer Tank17mØ x 17mCondensateTank9mØ x 9.5Hot WaterTank4mØ x 4.5Concentrate Tank9mØ x 9.5EvaporatorWeighbridgeWeighbridgeProcess Building2 roller shutterdoorsRoller shutter doorPedestrian doorPedestriandoorBypass LaneTanker Lay-ByFire Water Tank10mØWheel washWheel washRoller shutter doorPedestriandoorRollershutterdoorRollershutterdoorPedestriandoorsPedestriandoorsRoller shutter doorsRoller shutter doorsVehicle HGVturningDryer BuildingPellet HallRollershutterdoorPedestriandoorRollershutterdoorPedestriandoorPedestriandoorCHP BuildingEngine RoomPanelRoomFan CoolersBoilerPedestriandoorVehicle Turning ZoneVehicle Turning Zone3223Engine RoomPedestriandoor171162230Tanker Lay-ByPedestriandoorPedestriandoorFan CoolersControl BuildingAdmin BuildingPedestriandouble doorPedestriandoorPedestriandouble doorPedestrian doorBack-up GeneratorFuel TankFlarePedestriandoor4 roller shutter doors2 Pedestriandoors4 roller shutter doorsPedestriandoorStorage andMaintenance SpacePlant RoomGas Grid Entry UnitLPG TanksBiologicalDe-SulphurisationUnitsBiogas Upgrade PlantCO2 LiquefactionAmmonia StrippersDryer / CHP /Boiler StackProcess WaterBuffer TankActivatedCarbon Units112.00(ex)102.00(ex)101.00(ex)103.00(ex)105.00(ex)110.00(ex)106.50(ex)108.00(ex)111.00(ex)112.00(ex)111.00(ex)110.00(ex)104.00(ex)106.00(ex)109.00(ex)113.00(ex)107.00(ex)93.53(ex)93.33(ex)95.00(ex)96.00(ex)102.00(ex)103.00(ex)105.00(ex)109.00(ex)108.00(ex)107.00(ex)106.00(ex)99.00(ex)98.00(ex)97.00(ex)93.50(ex)92.75(ex)101.00 - FGLRTW 4m High98.7098.70 - FGL<1:30RTW 2.3m High101.00 (TOW)101.00 (TOW)RTW 3mmax High98.70101.00 (TOW)95.00 FGL101.00 (TOW)<1:1797.156101.84<1:531:40>94.9494.841:50>101.00101.84101.4097.00RTW max 2.44m High94.9494.9493.19(bow)1:60>1:40>Engineered Slope at max 1:1.4 gradient91.22(ex)91.20(ex)91.1691.2091.4291.4292.2591.5891.5892.2592.7093.33(ex)94.94(tow)93.7094.941:10><1:1991.3091.7092.0092.5393.93RTW 3.0m1:2>92.50 (bow)FFL 97.00FFL 96.00FFL 96.00FFL 96.00< 1:12< 1:100< 1:100100.00(ex)99.00(ex)98.00(ex)97.00(ex)96.00(ex)95.50(ex)DWK max 0.4m High1:2>DWK max 0.4m HighDWK max 0.4m High94.20<1:3094.25294.7598.70<1:3098.20398.20398.20398.7096.659101.00101.001:30>101-FGL101.20-FGL101.84101.90-FGLEngineered Slope at max 1:1.4 gradient102.295-FGL<1:4097.00< 1:3097.00101.10101.00 (TOW)101.00 (TOW)101.00 (TOW)101.00 (TOW)101.00(TOW)96.0096.0096.00101.00(TOW)101.00 (TOW)RTW 4m to 1m High97.0096.0097.0094.9093.40<1:100<1:12<1:12<1:30<1:30RTW 1.0m max High98.7094.9494.6694.84<1:50<1:30<1:30<1:501:100><1:50101.84<1:30102.215<1:30<1:12<1:12<1:100<1:10096.6994.9096.4096.4096.40<1:16<1:16<1:1696.6996.6997.0496.7597.9298.0298.1298.5798.6198.7198.9199.2699.3799.5099.4099.30100.97101.07101.17101.00100.44100.7199.82<1:42101.20<1:44101.23<1:501:50>98.97699.23<1:13<1:1299.3099.5799.3099.5798.7398.7399.0099.0096.5894.3696.40 -FGL96.20 - FGL95.10 - FGL95.801:76>95.701:70>95.00(ex)94.67(ex)94.43(ex)94.33(ex)94.53(ex)94.87(ex)94.53(ex)94.17(ex)94.00(ex)94.30(ex)96.2095.3096.2095.10<1:3096.30RTW 4m HighRTW 4m to 5m HighRTW 4m HighRTW 5m max HighRTW 4m HighRTW 7m HighRTW 5m to 4m HighRTW 1.1m High95.1095.1096.0596.2096.051:28>95.45<1:2.4<1:3.595.90 - FGL95.80- FGL95.80- FGL95.1095.00RTW 6m to 5m High95.0095.30 -FGL95.70 - FGL96.20- FGL<1:231:16>1:32>95.0095.0094.9096.00<1:4095.7096.00- FGL95.80- FGL95.55- FGL<1:23101.00100.68<1:1001:100><1:171:2>100.80-FGL<1:21:3>1:3><1:21:3><1:21:3>1:3>1:2>1:3><1:31:2>1:2>96.00(ex)95.00(ex)93.00(ex)94.00(ex)97.00108.00108.00104.50107.001:30>97.67394.54 (bow)93.30 (bow)92.90 (bow)DWK max 0.4m High1:2>DWK max 0.4mHigh108.00107.50107.50107.50107.50107.50101.00 (TOW)99.53 (TOW)98.32 (TOW)97.0097.0097.00RTW 4.0m max HighRTW 1.5mmax High98.50 (TOW)42.00 +Proposed LevelsNotes:1.All dimensions are in millimeters unless stated otherwise. Alllevels are in meters referenced to AOD.2.The mapping illustrated on this drawing is the proposed sitelayout which will be subject to change following designdevelopment.3.This drawing should be read in conjunction with all relevantdrawings (Architectural and Engineering).4.This drawing is provided to illustrate the proposed levels for thesite. All other features illustrated are indicative only and therespective drawing should be consulted if discrepancies occur.5.Final levels are subject to minor change depending on sitelayout client discussions.Crossfall / Camber (as noted)42.00(ex) +Existing LevelsEmbankment (Max grade as noted)Top of Wall level1:40>1:2 (max)TOW42.00(tok) +Proposed Levels top of kerb42.00(bok) +Proposed Levels bottom of kerbLEGENDProjectDrawingScaleProjectRevisionOrganisationZoneLevelTypeRoleNumberProject NumberDrawnDateCheckedDateApprovedDateStatus code & Description--------------RevIssue DateDescriptionAppAll dimensions are in metres. Figured dimensions to be taken in preference to scaledimensions. Dimensions to be checked on site. © 2021 McAdam Design Ltd.StatusClientT: 028 9040 2000E: admin@mcadamdesign.co.ukwww.mcadamdesign.co.uk1c Montgomery House478 Castlereagh RoadBelfast, BT5 6BQContact DetailsStage 1 - Concept DesignStream BioEnergy Ireland LimitedProposed Renewable Biogas PlantMaghernakelly, Drum, County MonaghanProposed Site Layout - Levels1:500 @ A1MR17/08/2026RM17/08/2026PA17/08/2026MONMCAZZXXDRCE1100P18E2594S2EWNSBackground mappingCYSL50403614© Tailte Éireann - SurveyingRECEIVED: 28/08/2026 ECPECPSTOPDigesterDigesterDigesterDigesterDigesterDigesterGasHolderEvaporator FeedTank14mØ x 11mSludge Buffer Tank17mØ x 17mCondensateTank9mØ x 9.5Hot WaterTank4mØ x 4.5Concentrate Tank9mØ x 9.5EvaporatorWeighbridgeWeighbridgeProcess Building2 roller shutterdoorsRoller shutter doorPedestrian doorPedestriandoorBypass LaneTanker Lay-ByFire Water Tank10mØWheel washWheel washRoller shutter doorPedestriandoorRollershutterdoorRollershutterdoorPedestriandoorsPedestriandoorsRoller shutter doorsRoller shutter doorsVehicle HGVturningDryer BuildingPellet HallRollershutterdoorPedestriandoorRollershutterdoorPedestriandoorPedestriandoorCHP BuildingEngine RoomPanelRoomFan CoolersBoilerPedestriandoorVehicle Turning ZoneVehicle Turning Zone3223Engine RoomPedestriandoor171162230Tanker Lay-ByPedestriandoorPedestriandoorFan CoolersControl BuildingAdmin BuildingPedestriandouble doorPedestriandoorPedestriandouble doorPedestrian doorBack-up GeneratorFuel TankFlarePedestriandoor4 roller shutter doors2 Pedestriandoors4 roller shutter doorsPedestriandoorStorage andMaintenance SpacePlant RoomGas Grid Entry UnitLPG TanksBiologicalDe-SulphurisationUnitsBiogas Upgrade PlantCO2 LiquefactionAmmonia StrippersDryer / CHP /Boiler StackProcess WaterBuffer TankActivatedCarbon UnitsWall DReinforced concrete retaining wallEarth Reinforced Retaining Bank Required (Retain Greenface - Or equivalent as approved by the projectmanager) Contractor to submit Design proposals for bank reflecting proposed levels & adjacentinfrastructure. Structure Extents indicative only. Approx Length - 140m Approx Height - 9m @ maxContractor to allow for and undertake any Additional Site Investigation as required to inform designWall EInternal retaining wallWall CReinforced concrete retaining wallRTW 2.3m HighEngineered Slope at max 1:1.4 gradientRTW 3mmax HighRTW max 2.44m HighRTW 3.0mDWK max 0.4m HighDWK max 0.4m HighDWK max 0.4m HighRTW 1.0m max HighRTW 4m HighRTW 4m to 1m HighRTW 4m HighRTW 4m to 5m HighRTW 4m HighRTW 5m max HighRTW 4m HighRTW 6m to 5m HighRTW 5m to 4m HighWall BReinforced concrete retaining wallWall FReinforced concreteretaining wallRTW 1.1m HighWall GInternal retaining wallRTW 7m HighDWK max 0.4m HighDWK max 0.4mHighWall AReinforced concreteretaining wallRTW 4.0m max HighRTW 1.5mmax HighWall HReinforced concreteretaining wallNotes:1.All dimensions are in millimeters unless stated otherwise. All levelsare in meters referenced to AOD.2.The mapping illustrated on this drawing is the proposed site layoutoverlaid onto the existing mapping.3.This drawing should be read in conjunction with all relevantdrawings (Architectural and Engineering).4.This drawing is provided to illustrate the retaining structurereferences / types. All other features illustrated are indicative onlyand the respective drawing should be consulted if discrepanciesoccur.5.This drawing must be read in conjunction with the respectivestructural details drawing for the referenced retaining walls.Proposed Retaining WallLEGENDProposed Grass Reinforced BankProposed Dwarf WallProjectDrawingScaleProjectRevisionOrganisationZoneLevelTypeRoleNumberProject NumberDrawnDateCheckedDateApprovedDateStatus code & Description--------------RevIssue DateDescriptionAppAll dimensions are in metres. Figured dimensions to be taken in preference to scaledimensions. Dimensions to be checked on site. © 2021 McAdam Design Ltd.StatusClientT: 028 9040 2000E: admin@mcadamdesign.co.ukwww.mcadamdesign.co.uk1c Montgomery House478 Castlereagh RoadBelfast, BT5 6BQContact DetailsStage 1 - Concept DesignRetaining Structures1:500 @ A1MR17/08/2026RM17/08/2026PA17/08/2026MONMCAZZXXDRCE1102P08E2594S2EWNSBackground mappingCYSL50403614© Tailte Éireann - SurveyingStream BioEnergy Ireland LimitedProposed Renewable Biogas PlantMaghernakelly, Drum, County MonaghanRECEIVED: 28/08/2026 ECPECPSTOP Digester Digester Digester Digester Digester Digester Gas Holder Evaporator Feed Tank 14mØ x 11m Sludge Buffer Tank 17mØ x 17m Condensate Tank 9mØ x 9.5 Hot Water Tank 4mØ x 4.5 Concentrate Tank 9mØ x 9.5 Evaporator WeighbridgeWeighbridgeProcess Building 2 roller shutter doors Roller shutter door Pedestrian door Pedestrian doorBypass LaneTanker Lay-ByWheel washWheel washRoller shutter doorPedestriandoor RollershutterdoorPedestriandoorsRoller shutter doorsRoller shutter doors Vehicle HGVturningDryer Building Pellet HallRollershutterdoorPedestriandoorRollershutterdoorPedestriandoor Pedestriandoor CHP BuildingEngine Room PanelRoom Fan Coolers Boiler PedestriandoorVehicle Turning Zone Vehicle Turning Zone 3 2 23 Engine Room Pedestriandoor 1 1630 Tanker Lay-ByPedestriandoorPedestriandoorFan Coolers Control Building Admin BuildingPedestriandouble door Pedestriandoor Pedestriandouble door Pedestrian doorBack-up Generator Flare Pedestrian door 4 roller shutter doors 2 Pedestrian doors 4 roller shutter doors Pedestrian Storage and Maintenance Space Plant Room Biological De-Sulphurisation Units Biogas Upgrade Plant CO2 Liquefaction Ammonia Strippers Dryer / CHP / Boiler Stack Activated Carbon Units CH 00CH 20CH 40CH 60CH 80CH 100CH 120CH 140CH 160CH 180CH 200CH 220CH 240CH 253Level9095100105110115120Red Line BoundaryLEGENDProjectDrawingScaleProjectRevisionOrganisationZoneLevelTypeRoleNumberProject NumberDrawnDateCheckedDateApprovedDateStatus code & Description--------------RevIssue DateDescriptionAppAll dimensions are in metres. Figured dimensions to be taken in preference to scaledimensions. Dimensions to be checked on site. © 2021 McAdam Design Ltd.StatusClientT: 028 9040 2000E: admin@mcadamdesign.co.ukwww.mcadamdesign.co.uk1c Montgomery House478 Castlereagh RoadBelfast, BT5 6BQContact DetailsPLANNINGSite Cross SectionProposed Retaining Structures1:500 @ A1IP17/08/2026PA17/08/2026PA17/08/2026MONMCAZZXXDRCE1200P02E2594S2Notes:1.This drawing illustrates a plan layout and site cross sectionfor the Proposed Renewable Biogas Plant. All details shownon the cross section are for illustrative purposes only.2.This drawing should be read in conjunction with all relevantdrawings (Architectural and Engineering).3.All dimensions are in millimeters, unless stated otherwise.Stream BioEnergy Ireland LimitedE W N SLONGITUDINAL SECTIONTANK FARM BUNDTANK FARM BUNDReinforced Concrete Retaining StructureToW 101.00mReinforced Concrete Retaining StructureToW 101.00mReinforced Concrete Retaining StructureToW 101.00mReinforced Concrete Retaining StructureToW 101.00mReinforced Earth Bank41°FFL96.00mFFL97.00mFFL96.30mFFL99.50mFFL99.00mMap Series|Map Sheets1:5,000|1419Centre Point Coordinates:X - 658,938Y - 818,424Background mappingCYSL50403614© Tailte Éireann - SurveyingProposed Renewable Biogas PlantMaghernakelly, Drum, County MonaghanRECEIVED: 28/08/2026 Red Line BoundaryLEGENDEWNSProjectDrawingScaleProjectRevisionOrganisationZoneLevelTypeRoleNumberProject NumberDrawnDateCheckedDateApprovedDateStatus code & Description--------------RevIssue DateDescriptionAppAll dimensions are in metres. Figured dimensions to be taken in preference to scaledimensions. Dimensions to be checked on site.StatusClientContact DetailsStage 1 - Concept DesignStream BioEnergy Ireland LimitedProposed Renewable Biogas PlantMaghernakelly, Drum, County MonaghanProposed Site Layout - ESB Networks1:500 @ A0GM.17/08/2026DM17/08/2026DM17/08/2026MONSBEZZXXGAXX1001E2594S2Background mappingCYSL50403614© Tailte Éireann - SurveyingNOTES:1.The mapping illustrated on this drawing is the proposed sitelayout.2.This drawing should be read in conjunction with all relevantdrawings (Architectural and Engineering).3.All measurements shown are in metres, and all levels are toordnance datum unless otherwise indicated.Existing 10k9Overhead LineIndicative route of realigned ESB 10kVoverhead line**subject to approval from ESB Networks.Potential for the diverted ESB 10kV line to be keptoverhead or under-grounded (if deemed apracticable solution).The proposed development site is at Maghernakelly, Drum, County Monaghan at the junction of the L2280 Drumcall Road and R189 regional roadITM X-658967, Y-818422.*alignment to be confirmed inconsultation with ESB NetworksRECEIVED: 28/08/2026 ECPECPSTOPDigesterDigesterDigesterDigesterDigesterDigesterGasHolderEvaporator FeedTank14mØ x 11mSludge Buffer Tank17mØ x 17mCondensateTank9mØ x 9.5Hot WaterTank4mØ x 4.5Concentrate Tank9mØ x 9.5EvaporatorWeighbridgeWeighbridgeProcess Building2 roller shutterdoorsRoller shutter doorPedestrian doorPedestriandoorBypass LaneTanker Lay-ByFire Water Tank10mØWheel washWheel washRoller shutter doorPedestriandoorRollershutterdoorRollershutterdoorPedestriandoorsPedestriandoorsRoller shutter doorsRoller shutter doorsVehicle HGVturningDryer BuildingPellet HallRollershutterdoorPedestriandoorRollershutterdoorPedestriandoorPedestriandoorCHP BuildingEngine RoomPanelRoomFan CoolersBoilerPedestriandoorVehicle Turning ZoneVehicle Turning Zone3223Engine RoomPedestriandoor171162230Tanker Lay-ByPedestriandoorPedestriandoorFan CoolersControl BuildingAdmin BuildingPedestriandouble doorPedestriandoorPedestriandouble doorPedestrian doorBack-up GeneratorFuel TankFlarePedestriandoor4 roller shutter doors2 Pedestriandoors4 roller shutter doorsPedestriandoorStorage andMaintenance SpacePlant RoomGas Grid Entry UnitLPG TanksBiologicalDe-SulphurisationUnitsBiogas Upgrade PlantCO2 LiquefactionAmmonia StrippersDryer / CHP /Boiler StackProcess WaterBuffer TankActivatedCarbon UnitsExisting Ø uPVC Watermainfrom available records200mm Ø (TBC)Fire Hydrant to UE detailSTD-W-18FHPotable Water Supplyto buildingPotable Water Supply tobuildingHarvested RainwaterSupply to building forwashwaterPotable Water Supplyto Process WaterBuffer TankFHFHFHFHFHFHFHFHFHFire Hydrant to UE detailSTD-W-18Fire Hydrant to UE detailSTD-W-18Fire Hydrant to UE detailSTD-W-18Fire Hydrant to UE detailSTD-W-18Fire Hydrant to UE detailSTD-W-18Fire Hydrant to UE detailSTD-W-18Fire Hydrant to UE detailSTD-W-18Fire Hydrant to UE detailSTD-W-18Fire Hydrant to UE detailSTD-W-18SVSVSVSVSVSV?MWOPotable Water Supply toFire Water TankFire Water Mainsupplied by Fire waterTankFHFire Hydrant to UE detailSTD-W-18Groundwater well.Location indicative only.New Watermain connection inaccordance with UE standard detailsSTD-W-02 and STD-W-05Harvested RainwaterSupply to wheel washHarvested RainwaterSupply to Tank FarmBund for washwaterHarvested RainwaterSupply to MPB forwashwaterSection of existing DGWSWatermain to be relaidwithin realigned publicroad as shownSurveyed location ofexisting watermainfeaturesGroundwater BoreholeSupply to ProcessWater Buffer TankRed Line BoundaryLEGENDPROPOSED FIRE MAINEXISTING DGWSWATERMAIN NETWORKPROPOSED WATERMAINVALVE - NORMALLY OPENFIRE HYDRANT inc. 30m RADIUSFLOW METERPIPE TAPERSVFH?WOWASHOUT HYDRANTAVAIR VALVEPROPOSED HARVESTEDRAINWATER WATERMAINPROPOSED REALIGNEDSECTION OF DGWS WATERMAINEXISTING DGWS WATERMAINTO BE ABANDONEDProjectDrawingScaleProjectRevisionOrganisationZoneLevelTypeRoleNumberProject NumberDrawnDateCheckedDateApprovedDateStatus code & Description--------------RevIssue DateDescriptionAppAll dimensions are in metres. Figured dimensions to be taken in preference to scaledimensions. Dimensions to be checked on site. © 2021 McAdam Design Ltd.StatusClientT: 028 9040 2000E: admin@mcadamdesign.co.ukwww.mcadamdesign.co.uk1c Montgomery House478 Castlereagh RoadBelfast, BT5 6BQContact DetailsStage 1 - Concept DesignStream BioEnergy Ireland LimitedProposed Renewable Biogas PlantMaghernakelly, Drum, County MonaghanProposed Watermains1:500 @ A1PC17/08/2026IP17/08/2026PA17/08/2026MONMCAZZXXDRCE2100P03E2594S2EWNSBackground mappingCYSL50403614© Tailte Éireann - SurveyingNOTES:1.The mapping illustrated on this drawing is the proposed sitelayout.2.This drawing should be read in conjunction with all relevantdrawings (Architectural and Engineering).3.All measurements shown are in metres, and all levels are toordnance datum unless otherwise indicated.RECEIVED: 28/08/2026 112.00(ex)102.00(ex)101.00(ex)103.00(ex)105.00(ex)110.00(ex)106.50(ex)108.00(ex)111.00(ex)112.00(ex)111.00(ex)110.00(ex)104.00(ex)106.00(ex)109.00(ex)113.00(ex)107.00(ex)93.53(ex)93.33(ex)95.00(ex)96.00(ex)102.00(ex)103.00(ex)105.00(ex)109.00(ex)108.00(ex)107.00(ex)106.00(ex)99.00(ex)98.00(ex)97.00(ex)93.50(ex)92.75(ex)101.00 - FGLRTW 4m High98.7098.70 - FGL<1:30RTW 2.3m High101.00 (TOW)101.00 (TOW)RTW 3mmax High98.70101.00 (TOW)95.00 FGL101.00 (TOW)<1:1797.156101.84<1:531:40>94.9494.841:50>101.00101.84101.4097.00RTW max 2.44m High94.9494.9493.19(bow)1:60>1:40>Engineered Slope at max 1:1.4 gradient91.22(ex)91.20(ex)91.1691.2091.4291.4292.2591.5891.5892.2592.7093.33(ex)94.94(tow)93.7094.941:10><1:1991.3091.7092.0092.5393.93RTW 3.0m1:2>92.50 (bow)FFL 97.00FFL 96.00FFL 96.00FFL 96.00< 1:12< 1:100< 1:100100.00(ex)99.00(ex)98.00(ex)97.00(ex)96.00(ex)95.50(ex)DWK max 0.4m High1:2>DWK max 0.4m HighDWK max 0.4m High94.20<1:3094.25294.7598.70<1:3098.20398.20398.20398.7096.659101.00101.001:30>101-FGL101.20-FGL101.84101.90-FGLEngineered Slope at max 1:1.4 gradient102.295-FGL<1:4097.00< 1:3097.00101.10101.00 (TOW)101.00 (TOW)101.00 (TOW)101.00 (TOW)101.00(TOW)96.0096.0096.00101.00(TOW)101.00 (TOW)RTW 4m to 1m High97.0096.0097.0094.9093.40<1:100<1:12<1:12<1:30<1:30RTW 1.0m max High98.7094.9494.6694.84<1:50<1:30<1:30<1:501:100><1:50101.84<1:30102.215<1:30<1:12<1:12<1:100<1:10096.6994.9096.4096.4096.40<1:16<1:16<1:1696.6996.6997.0496.7597.9298.0298.1298.5798.6198.7198.9199.2699.3799.5099.4099.30100.97101.07101.17101.00100.44100.7199.82<1:42101.20<1:44101.23<1:501:50>98.97699.23<1:13<1:1299.3099.5799.3099.5798.7398.7399.0099.0096.5894.3696.40 -FGL96.20 - FGL95.10 - FGL95.801:76>95.701:70>95.00(ex)94.67(ex)94.43(ex)94.33(ex)94.53(ex)94.87(ex)94.53(ex)94.17(ex)94.00(ex)94.30(ex)96.2095.3096.2095.10<1:3096.30RTW 4m HighRTW 4m to 5m HighRTW 4m HighRTW 5m max HighRTW 4m HighRTW 7m HighRTW 5m to 4m HighRTW 1.1m High95.1095.1096.0596.2096.051:28>95.45<1:2.4<1:3.595.90 - FGL95.80- FGL95.80- FGL95.1095.00RTW 6m to 5m High95.0095.30 -FGL95.70 - FGL96.20- FGL<1:231:16>1:32>95.0095.0094.9096.00<1:4095.7096.00- FGL95.80- FGL95.55- FGL<1:23101.00100.68<1:1001:100><1:171:2>100.80-FGL<1:21:3>1:3><1:21:3><1:21:3>1:3>1:2>1:3><1:31:2>1:2>96.00(ex)95.00(ex)93.00(ex)94.00(ex)97.00108.00108.00104.50107.001:30>97.67394.54 (bow)93.30 (bow)92.90 (bow)DWK max 0.4m High1:2>DWK max 0.4mHigh108.00107.50107.50107.50107.50107.50101.00 (TOW)99.53 (TOW)98.32 (TOW)97.0097.0097.00RTW 4.0m max HighRTW 1.5mmax High98.50 (TOW)ECPECPSTOPDigesterDigesterDigesterDigesterDigesterDigesterGasHolderEvaporator FeedTank14mØ x 11mSludge Buffer Tank17mØ x 17mCondensateTank9mØ x 9.5Hot WaterTank4mØ x 4.5Concentrate Tank9mØ x 9.5EvaporatorWeighbridgeWeighbridgeProcess Building2 roller shutterdoorsRoller shutter doorPedestrian doorPedestriandoorBypass LaneTanker Lay-ByFire Water Tank10mØWheel washWheel washRoller shutter doorPedestriandoorRollershutterdoorRollershutterdoorPedestriandoorsPedestriandoorsRoller shutter doorsRoller shutter doorsVehicle HGVturningDryer BuildingPellet HallRollershutterdoorPedestriandoorRollershutterdoorPedestriandoorPedestriandoorCHP BuildingEngine RoomPanelRoomFan CoolersBoilerPedestriandoorVehicle Turning ZoneVehicle Turning Zone3223Engine RoomPedestriandoor171162230Tanker Lay-ByPedestriandoorPedestriandoorFan CoolersControl BuildingAdmin BuildingPedestriandouble doorPedestriandoorPedestriandouble doorPedestrian doorBack-up GeneratorFuel TankFlarePedestriandoor4 roller shutter doors2 Pedestriandoors4 roller shutter doorsPedestriandoorStorage andMaintenance SpacePlant RoomGas Grid Entry UnitLPG TanksBiologicalDe-SulphurisationUnitsBiogas Upgrade PlantCO2 LiquefactionAmmonia StrippersDryer / CHP /Boiler StackProcess WaterBuffer TankActivatedCarbon UnitsSW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >F1-2/02SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >FW >FW >FW >FW >Package Foul Treatment PlantKlargester BioDisc BERWPRWPFW >1200mm Ø pipes to providestormwater attenuationvolume of 160m3 minimumDischarge to existing drainage culvert/ditch.TBCindicative onlyEx 450mm Ø culvert at 89.47mMax Design Flow Q = 83.5l/s to restrict flows up to 1 in 100 year + 30% cc event.SW >SW >F1-2/01SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >RWPSW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW > SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >Flow Control Manhole - Hydrobrake ChamberMax Design Flow Q = 83.5l/s to restrict flowsup to 1 in 100 year + 30% cc event.Surface Water Pumping Station (SWPS 2)To forward flows to Storage Tank within MPB.Pumping regime configured to forward water tothe Storage Tank in MPB in preference todischarging from site via MH S1-1/26AD Bund Pumping Station (SWPS 1)Pass Forward Flow of 100l/s.Pumped flows will be sent to the ADProcess in the MPB by default.If there is a Plant malfunction or the plant isoffline for maintennace activiites then thepumped flows will be manually diverted tothe site storm drainage network. Frequentsampling of the AD Bund drainage waterwill be undertaken to ensure it isuncontaminated. If the water iscontaminated it will be held in the AD BundPumping Station and not pumped to thesite storm drainage network.POPPOPFW >FW >FW >FW >FW >FW >FW >FW >FW >FW >FW >FW >FW >FW >F1-1/01FW >FW >FW >FW >FW >FW >FW >FW >FW >FW >FW >FW >FW >F1-1/02FW > FW > FW > FW >F1-1/03F1-1/04Package Treatment UnitSW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >RWPRWPRWPRWPRWPRWPRWPRWPRWPRWPRWPRWPRWPRWPRWPRWPRWPRWPRWPRWPRWPRWPRWPRWPRWPRWPRWPRWPRWPRWPRWPRWPRWPRWPRWPRWPRWPRWPRWPRWPRWPRWPRWPRWPRWPRWPRWPRWPRWPRWPRWPRWPRWPRWPRWPRWPRWPRWPRWPRWPRWPRWPRWPRWPRWPRWPRWPRWPRWPRWPRWPRWPRWPRWPRWPSW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >RWPSW >SW >RWPRWPRWPRWPS1-2/03S1-2/02S1-2/01S1-1/11S1-1/12S1-1/13S1-1/14S1-1/15S1-1/16S1-1/20ATTENUATIONSTRUCTURES1-1/21S1-1/23S1-1/24S1-1/30SWPS 2S1-1/31S1-1/32HW-01RWPS1-4/01S1-4/02S1-5/01S1-5/02S1-5/03S1-5/04S1-5/05S1-5/06S1-6/01S1-6/02S1-6/03S1-6/04S1-9/03S1-9/04S1-9/05S1-1/25S1-1/29ATTENUATIONSTRUCTURES1-10/01S1-11/01S1-12/01S1-16/01S1-15/01S1-15/02S1-13/03S1-13/02S1-8/01S1-13/01S2-1/01S2-1/02S2-1/03S2-1/04S2-1/05SWPS 1S2-1/06S2-2/01S2-3/03S2-3/02S2-3/01S2-4/01S2-4/02S2-5/01S2-5/02S2-5/03S2-5/04S2-6/01S2-7/02S2-7/01S2-7/03S2-9/01S2-8/01S2-9/02S2-8/02PIPEATTENUATIONSTRUCTUREPIPEATTENUATIONSTRUCTURES1-3/01RWPRWPS1-14/01S1-7/01SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >S1-1/01S1-1/05S1-1/06S1-1/09ATTENUATIONSTRUCTURES1-1/08INTERCEPTORS1-1/10S1-3/02S1-1/19INTERCEPTORS1-9/02SW >SW >SW >SW >SW >S1-1/28INTERCEPTORSW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >S1-1/17SW >S1-1/22S1-1/26Foul Pumping Station24 hours storage provided.Flows forwarded to AD Process.FWRM >FWRM >FWRM >FWRM >FWRM >FWRM >FWRM >FWRM >FWRM >FWRM >FWRM >FWRM >FWRM >FWRM >Attenuation Tank (Polystorm R (PSM1A) or Similar Approved).Tank specification to allow for proposed installation depth (See manholeschedule & Proposed levels) as well as proposed storage volume & tank depth.Tank Depth 1.2m (3 layers of 0.4m crates)Tank to have minimum storage Volume of 415m3.Please refer to manufactures guidelines for construction details.Tank to be wrapped in an impermeable membrane. Contractor to provideinstallation drawing from the preferred supplier to the PM / Engineer foracceptance prior to constructionAttenuation Tank (Polystorm R (PSM1A) or Similar Approved).Tank specification to allow for proposed installation depth (See manholeschedule & Proposed levels) as well as proposed storage volume & tank depth.Tank Depth 1.6m (4 layers of 0.4m crates)Tank to have minimum storage Volume of 609m3.Please refer to manufactures guidelines for construction details.Tank to be wrapped in an impermeable membrane. Contractor to provideinstallation drawing from the preferred supplier to the PM / Engineer foracceptance prior to constructionAttenuation Tank (Polystorm R (PSM1A) or Similar Approved).Tank specification to allow for proposed installation depth (See manholeschedule & Proposed levels) as well as proposed storage volume & tank depth.Tank Depth 0.8m (2 layers of 0.4m crates)Tank to have minimum storage Volume of 154m3.Please refer to manufactures guidelines for construction details.Tank to be wrapped in an impermeable membrane. Contractor to provideinstallation drawing from the preferred supplier to the PM / Engineer foracceptance prior to constructionSDS Aqua-Filter AF-X.12Flow Control Manhole - Hydrobrake ChamberMax Design Flow Q = 24.22l/sFlow Control Manhole - Hydrobrake ChamberMax Design Flow Q = 65.9l/sPIPEATTENUATIONSTRUCTUREPIPEATTENUATIONSTRUCTURESW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >Storm Water Discharge to existing culvert to belimited to Equivalent Greenfield Runoff Rates forentire site.See Proposed Drainage Assessment for flowcalculations for all networks. All flows maintainedwithin the below Greenfield Runoff Rates.Contributing Site Area = 5.72haQbar42.8l/s1-in-1-year36.4l/s1-in-2-years40.6l/s1-in-10-years59.9l/s1-in-30-years70.6l/s1-in-100-years83.5l/sSW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >S1-1/07SDS Aqua-Swirl Vortex AS-10SDS Aqua-Swirl Vortex AS-10S1-1/27SDS Aqua-Swirl Vortex AS-10S1-1/18SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >SW >Land Drainage tocapture runoff flows fromsurrounding areas anddirect towards existingdrainage featuresLand Drainage tocapture runoff flows fromsurrounding areas anddirect towards existingdrainage featuresLand Drainage tocapture runoff flows fromsurrounding areas anddirect towards existingdrainage featuresLand Drainage tocapture runoff flows fromsurrounding areas anddirect towards existingdrainage featuresLand Drainage to discharge capturedrunoff flows to existing retaineddrainage ditchLand Drainage tocapture runoff flows fromsurrounding areas anddirect towards existingdrainage featuresLand Drainage to discharge capturedrunoff flows to existing retaineddrainage ditchSW >SW >SW >SW >SW >SW >SW >S1-9/01Roof Drainage from MPB directed tofill Process Water Buffer Tank.Overflow from Process Water BufferTank to site surface water drainagenetwork.S1-1/02S1-1/04S1-1/03PROCESS WATERBUFFER TANKSDS Aqua-Filter AF-X.12SDS Aqua-Filter AF-X.12Red Line BoundaryLEGENDRWPRainwater Pop-UpPOPGround Floor Pop-UpBOTTLE INLET GULLY TRAPRAINWATER DOWNPIPE BOTTLEINLET GULLY TRAPRETAINING WALL DRAINAGE (SEESTRUCTURAL DETAILSPROPOSED FOUL SEWERFxxxPROPOSED FOUL MANHOLEPROPOSED STORM MANHOLESxxxPROPOSED STORM SEWERPROPOSED PERFORATED FILTER /LAND DRAIN / INFILTRATION TRENCHSW >SW >SW >600mm Dia CATCHPIT CHAMBERS(LAND DRAINAGE)SW >SW >SW >FW >FW >FW >ATTENUATION TANKHEADWALLPROPOSED TRAPPED GULLY ANDOUTFALLPROPOSED CHANNEL DRAIN ANDOUTFALLGBIGT PROPOSED FOUL PUMPING MAINFWRM >FWRM >PROPOSED STORM PUMPING MAINPROPOSED CATCHPIT MANHOLESxxxPROPOSED INTERNAL STORM SEWERWITHIN BUILDINGSSW >SW >SW >Dxxx42.00 +Proposed LevelsCrossfall / Camber (as noted)42.00(ex) +Existing LevelsEmbankment (Max grade as noted)Top of Wall level1:40>1:2 (max)TOW42.00(tok) +Proposed Levels top of kerb42.00(bok) +Proposed Levels bottom of kerbNotes:1.This drawing should be read in relation to the subject of the title.All other details illustrated on the drawing (e.g. The proposedlayout) are indicative only and are subject to change. Forupdated details of the proposed layout and finished levels seeProposed Layout & Levels drawings.2.The mapping illustrated on this drawing is taken from theexisting topographical survey received from the client withamendments made to illustrate the proposed site layout for thescheme.3.All storm & foul drainage designed in accordance with IS EN752: 20084.Drainage works to carried out in accordance with CivilEngineering Specification for the Water Industry 6th Edition;published by WRC plc 2004.5.Manholes to be constructed from precast concrete rings (unlessotherwise stated / approved) to IS EN 1917 & BS 5911-3 with aD400 heavy duty cover for driveway/carpark and B125 forremaining surface (in accordance with IS EN 124:1994).6.Pipes to be uPVC to IS EN 1401-1 for sizes Ø100 & Ø150mm.Pipes to be uPVC to WIS 4-35-01, for sizes Ø225 & Ø300mm.7.Pipes for storm drainage to be proprietary plastic twin walldesign8.All measurements shown are in meters, and all levels are toordnance datum unless otherwise indicated.9.All Coordinates are to Irish Grid, unless otherwise noted.10.For indicative location for all sewers and services please seeExisting Site Services drawings. It shall be the contractor'sresponsibility to verify position and level prior to commencingconstruction. The contractor shall also be responsible for thearrangement of all necessary permits as required prior tocommencement.11.Min cover to Clay / Concrete drainage Pipes to be 1200mmunder roads/footpaths and 600mm under landscaping. Mincover to Thermoplastic drainage Pipes to be 900mm underroads/footpaths and 600mm under landscaping. Whereadequate cover cannot be provided pipes are to be protectedwith a lean mix concrete surround.12.Changes in invert levels at a manhole (not requiring a dropmanhole) shall be graded evenly through the manhole in order toavoid an abrupt change in invert level.13.Where concrete surround is specified for pipes the pipes shall befirst wrapped with an approved plastic membrane. Flexibility atjoints shall be maintained by insertion of 25mm compressiblejoint board at each joint to break the continuity of the concretesurround. However the plastic membrane shall be continuous atthese locations to protect rubber jointing rings from ingress ofgrout. The minimum thickness of the concrete surround shouldbe 150mm or the diameter of the pipe whichever is the greater. 14.Compressible boards to be laid between crossing pipes wherecover between pipes limited.14.All in-curtilage pipes to be minimum ø100mm unless otherwiseindicated.15.A drain which is at a level lower than the foundations of abuilding should either(a) where the trench is within 1m of the foundations, be filled withconcrete up to the level of the underside of the foundations,(b) where the trench is more than 1m from the foundations, befilled with concrete up to a level, below the level of the underside ofthe foundations, equal to the distance from the foundations less150mm,16.Existing sewers to be maintained and kept in service at all times.17.This drawing should be read in conjunction with proposeddrainage schedule drawings, construction details drawings andall other relevant drawings.18.All internal pipework extending outside the building must beconstructed with rocker pipes through the foundations/ trench fillas per construction details.19.To allow connection to the invert levels of the proposed drainagenetwork a change in pipe gradient may be required. To allow thisall internal infrastructure (sinks, dishwasher's, floor gullies etc,including rainwater downpipes) to be connected to a back inletbottle gully prior to connection to the proposed drainage as perconstruction details with the exception of WCs.20.To achieve invert levels of the foul drainage network all WCinternal infrastructure must be connected via backdrop manhole(if required) as per construction details drawings, or similarapproved.21.All back inlet bottle gullies for foul drainage to be capped withclosed lid with same strength class as adjacent manholes.Perforated lids will not be suitable.22.Back inlet bottle gullies to be constructed directly adjacent tobuilding provided construction achievable above foundations.23.All drainage channels and outfalls to be constructed inaccordance with manufactures specifications.24.All details/ dimensions to be checked by the contractor. Anydiscrepancies to be reported to the engineer immediately.25.Invert levels of catchpit chambers shown denote approximateinvert levels of the lowest pipe and do not include for catchpitsump depth.ProjectDrawingScaleProjectRevisionOrganisationZoneLevelTypeRoleNumberProject NumberDrawnDateCheckedDateApprovedDateStatus code & Description--------------RevIssue DateDescriptionAppAll dimensions are in metres. Figured dimensions to be taken in preference to scaledimensions. Dimensions to be checked on site. © 2021 McAdam Design Ltd.StatusClientT: 028 9040 2000E: admin@mcadamdesign.co.ukwww.mcadamdesign.co.uk1c Montgomery House478 Castlereagh RoadBelfast, BT5 6BQContact DetailsStage 1 - Concept DesignProposed Renewable Biogas PlantMaghernakelly, Drum, County MonaghanProposed Site Drainage1:500 @ A1IP17/08/2026PA17/08/2026PA17/08/2026MONMCAZZXXDRCE2000P06E2594S2EWNSBackground mappingCYSL50403614© Tailte Éireann - SurveyingStream BioEnergy Ireland LimitedRECEIVED: 28/08/2026 E2594 Proposed Renewable Biogas Plant, Co. Monaghan Engineering Services Report 24 478 Castlereagh Road Belfast BT5 6BQ Northern Ireland T +44 (0) 28 9040 2000 admin@mcadamdesign.co.uk www.mcadamdesign.co.uk Issue 01 Feb.21RECEIVED: 28/08/2026