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HomeMy WebLinkAbout25103 - F.I. Received Doc. No 2 (2)-1I Tel: 094 962 1258 Website: www.coyleenv.ie EN VIRO N MEN TA L Co I NVIHI)NHIN IAI Coyle Environmental Ltd are a highly respected and progressive Environmental Monitoring & Consulting practice. For over two decades, Coyle Environmental Ltd has been a trusted provider of professional Environmental Monitoring and Consulting Services throughout Ireland. Our reputation is built on innovative work practices, cost-effective solutions, and unwavering client dedication. Operating nationwide from our base in the West of Ireland we pride ourselves on delivering consistently high -quality services, ensuring that projects are completed on time and within budget. Our commitment to Continuous Professional Development (CPD) and investment in the latest technology keeps us at the forefront of the industry. We deliver to our valued clients a consistently excellent quality of service. We offer a specialist range of services comprising: • Environmental Monitoring • Environmental Consulting • Environmental Project Management Coyle Environmental Ltds ability to provide a cost- efficient professional service coupled with a proven track record on project completion and delivery ensures that we remain an industry leader in our areas of expertise. Our progressive and innovative work practices, together with our commitment to CPD (Continuous Professional Development) ensure that our workforce are consistently upgrading their professional skills and that the company is constantly investing in the most recent technology and equipment. 3 Ro y�.".fit ' t, 1, /�MTIVO /�MTIVO , Y•i,; � � ISO 9001 ISO 45001 `•�''''''•' I Certified Certified ,. � Occupational Health 8 q'�='tS� _ Quality Management `I �!� T "'_1r •t N ` J / Safety Management Tel: 094 962 1258 Web: www.coyleenv.ie ENVIR0NMEN 1 L M0NIT0RING C0NSULTING Page 2 r CC, y' Project Title: Site Characterisation Assessment Report for Ruth Russell Project Reference No: 26-094 Project Description: Site Characterisation Assessment Report for Ruth Russell at Feebane, Castleshane, Co. Monaghan. H18 T259. Status: Final Report Client Details: Feebane, Castleshane, Co. Monaghan. H18 T259. Issued By: Coyle Environmental Ltd., 1st & 2nd Floor Kilmurry House, Castlerea, Co. Roscommon Appendix Number Description Prepared by: Patrick Mannion 20/05/2026 Sewage & Wastewater epartrYtsnt MA PLANNING SECTION 30JUN2026 Rev Status Date 01 Final 20/05/2026 Coyle Environmental Limited disclaims any responsibility to the Client and others in respect of any matters outside the scope of the report. The report has been prepared with reasonable skill, care and diligence within the terms of the Contract with the client. The report is confidential to the Client and Coyle Environmental Limited accepts no responsibility of whatsoever nature to third parties to whom this report or any part thereof is made known. Any such party relies upon the report at their own risk. Tel: 094 962 1258 Web: www.coyleenv.ie Page 2 LNVIR0NMENTAL. MONITORING CONSULTING cc-..-Y!c 1.0 Non- Technical Summary 2.0 Introduction 3.0 Site Characterisation form 4.0 Appendices Appendix Number Description 1 Photographic Representation of Site & Site Characterisation Assessment 2 General Mapping, Aquifer, Vulnerability & Groundwater Protection Information 3 Site Layout & Cross Section of Proposed Site, Illustration of Water Table, Existing & Proposed Ground Levels 4 Manufacturer Site Specific Report 5 Specific Purpose Certificate 6 Coyle Environmental Professional Indemnity Insurance Tel: 094 962 1258 Web: www.coyleenv.ie Page 3 LNVIUNi•iLN IAA MONITORING CONSULTING 1.0 Non -Technical Summary A Site Characterisation Assessment was undertaken in accordance with the EPA Code of Practice: Domestic Wastewater Treatment Systems (p.e.≤10) 2021. to establish the soil percolation rate at Feebane, Castleshane, Co. Monaghan. H18 T259. This was needed in order to progress the development at the site location and to provide adequate wastewater treatment to be discharged to groundwater. This development falls under section 1.3 of the code of practice as this site has an existing wastewater treatment system present on site and is considered an upgrade to the existing wastewater treatment on site. The proposed development will have a maximum design population of 6. no persons. The Environmental Protection Agency's Code of Practice 2021 states that each person produces 150 litres of water per day. This gives us a total daily usage of 900 litres at the proposed dwelling house. Results from the percolation test yields a Subsurface Value of 32.00 min/25mm and a Surface Value of 22.33 min/25mm. With a total daily demand of 900L/day a PE 6 proprietary treatment system is proposed with discharge to a Ter3 packaged tertiary unit with a 60m2 attenuation layer. (Explanatory note: The Percolation Area is designed in accordance with the EPA Code of Practice Wastewater Treatment and Disposal Systems serving Single Houses 2021). MONAGHAN Co. COUNCIL PLANNING SECTION 3 0 JUN 2026 I"I-s''THER INFORMATION Tel: 094 962 1258 Web: www.coyleenv.ie Page 4 EN IIIR11NMENTAL MONITORING CONSULTING r 2.0 Introduction: Coyle Environmental was commissioned by Ruth Russell to undertake a Site Characterisation Assessment in order to design a wastewater treatment system for the proposed development. The site is situated in an area of low groundwater vulnerability as per mapping produced from the Geological Survey of Ireland. The site has an R1 Protection Response which is acceptable subject to normal good practice (i.e. system selection, construction, operation and maintenance in accordance with EPA Code of Practice Wastewater Treatment and Disposal Systems serving Single Houses 2021). The proposed development is located in at Feebane, Castleshane, Co. Monaghan. H18 T259. The townland consists mainly of agricultural grassland, residential and agricultural buildings. There are 10 houses located within 250m of the development. Groundwater is the primary target at risk and suitable distances will have to be adhered to. Tel: 094 962 1258 Web: www.coyleenv.ie Page 5 i_NVIRUNi,iLN IAL MONITORING CONSULTING . 1 APPENDIX A: SITE CHARACTERISATION FORM File Reference: 6-094 Prefix: First Name:�Ruth Surname:�Russell Address: Site Location and Townland: (Feebane, Castleshane, Co. Monaghan. H18 T259 liii Number of Bedrooms: 4 Maximum Number of Residents:;6 Comments on population equivalent 4 Bedrooms = Maximum Population Equivalent of 6 Proposed Water Supply: Mains w Private Well/Borehole fj I Group Well/Borehole 71 Soil Type, (Specify Type): AminPD - Mineral poorly drained (Mainly acidic) Subsoil, (Specify Type): TDCSs, Till derived from devonian and carboniferous sandstone Bedrock Type: Pale brown -grey flaggy, silty mudstone Aquifer Category: Regionally Important Rf Locally Important Poor Vulnerability: Extreme ❑ High ❑ Moderate ❑ Low Groundwater Body: '!Monaghan Town Status Good Name of Public/Group Scheme Water Supply within 1 km: Source Protection Area: ZOC ❑ SI ❑ SO Groundwater Protection Response: R1 Presence of Significant Sites (Archaeological, Natural & Historical): done within 250m Past experience in the area: Past experience in area. Site test required to determine suitability. Comments: (Integrate the information above in order to comment on: the potential suitability of the site, potential targets at risk, and/orb pptential site restrictions). THIS SITE HAS AN R1 GROUNDWATER PROTECTION RESPONSE: ACCEPTABLE TO NORMAL GOOD PRACTICE I SEPARATION DISTANCES CAN BE FOUND IN TABLE 6.2 AND 6.3 IN EPA CODE OF PRACTICE: DOMESTIC WASTE WATER TREATMENT SYSTEMS (PE<10), 2021. Note: Only information available at the desk study stage should he used in this section CO. COUNCIL. PLA6lid9r' G SECTION 30 JUN 2026 ; " i INFORMATION Tel: 094 962 1258 Web: www.coyleenv.ie Page 6 [NV IRUNMEN IAI MONITORING CONSULTING 3.1 Visual Assessment Landscape Position: FOREGROUND WHEN ROAD USED AS BENCHMARK Slope: Steep (>1:5) Shallow (1:5-1:20) Relatively Flat (<1:20) O Slope Comment Surface Features within a minimum of 250m (Distance To Features Should Be Noted In Metres): Houses: 10 Within 250m 18 Within 500m Existing Land Use: Agriculture Indicators: Potentially East Groundwater Flow Direction: Ground Condition: Firm underfoot Site Boundaries: North and East hedging South and West fencing Roads: [Aghalaverty roast East of site Outcrops (Bedrock And/Or Subsoil): None ourrace vvater ronaing: None within 250m Lakes: None within 250m Tel: 094 962 1258 Web: www.coyleenv.ie Page 7 Ei1UIIIuNI,BENIAL MONITORING CONSULTING 3.1 Visual Assessment (contd.) RaarhPs/Shellfish Areas: N I A None within 250m Wetlands: None within 250m Karst Features: one within 250m Watercourses/Streams: * one within 250m urainage ultcnes: None on site Springs: None Within 250m as per GSI Mapping WPI1s• * one Within 500m as per GSI Mapping ump house on site Comments: (Integrate the information above in order to comment on: the potennai suitability or me site, potenuai targets at n5K, we swtaourty U1 uie bite LU uedt uIe wdstewdteL din, Ulu location of the proposed system within the site). GROUNDWATER IS POTENTIALLY AT RISK, SUITABLE SEPARATION DISTANCES WILL HAVE TO BE ADHERED TO. SEPARATION DISTANCES CAN BE FOUND IN TABLE 6.1,6.2 AND B.3 IIN EPA CODE OF PRACTICE: DOMESTIC WASTE WATER TREATMENT SYSTEMS (PE<10), 2021. Note and record water level MONAGHAN CO. COUNCIL PLA -,fl !iNIG S;EC NISI 30JUN2026 F UTIT .,OR ? FO'a iM ON Tel: 094 962 1258 Web: www.coyleenv.ie Page 8 [NVIRI) NMEN IA MONITORING CONSULTING 3.2 Trial Hole (should be a minimum of 2.1 m deep (3m for regionally important aquifers)) To avoid any accidental damage, a trial hole assessment or percolation tests should not be undertaken in areas which are at or adjacent to significant sites, (e.g.NHAs, SACs, SPAs, and / or Archaeological etc.), without prior advice from National Parks and Wildlife Service or the Heritage Service. Depth of trial hole (m): 2.4 Depth from ground surface Depth from ground surface to bedrock (m)(if present): I to water table (m)(if present): 0.9 Depth of water ingress: 0 Rock type (if present): Date and time of excavation: 15-05- 09:00 Date and time of examination: 16-05- 1700 2026 2026 Depth of Soil/Subsoil Plasticity and Soil Density/Compactness Colour**** Preferential Surface Texture & dilatancy*** Structure flowpaths and Classification** Subsurface Percolation Tests 0.1 m FILL DILATANT IFIBEROUS CRUMB I FIRM ( BROWN GRASSROOTS 02m II .I Ii ii .I !.I 0.3 m 0.4 m 0.5 m 0.6 m 07m 0.8m 0.9 m 1.0 m 1.1 m 1.3 m 1.4m 1.5m 1.6m 1.7m 1.8 m 19m 2.0 m 2.1 m 2.2 m 2.3 m 2.4m CLAY ( T = 6,5,5 R = 150,120,135 II DILATANT BLOCKY I I, . I COMPACT I,I I ,I I II WAT - COMPACT II ,I II II II II I II II H 'II IJ I,I I,I l 1,1 DARK BROWN I I I,I I.I CLAY T = 6,5,5 R = 150,120,135 I II I) 1,1 IJ JI ( I II I,I Ii NOT DILATANT I I I iI BLOCKY I,I II I, II II II 'II LI IJ I,I I,I I I I GREY/BROWN II 7 II I,I LI I I IJ II ,I 2.5 m 2.6m 2.7m 2.8 m 2.9 m 3.0m 3.1 m 3.2m 3.3 m 3.4m ( BASE OF TRIAL HOLE II (.I I1 I,I II IJ II II BASE OF TRIAL HOLE II I1 II II I( (,) II BASE OF TRIAL HOLE II LI I,I I1 II III Ii I! II BASE OF TRIAL HOLE II ii II II I, I,I II BASE OF TRIAL if BASE OF TRIAL HOLE HOLE II I,I ,I I,I II .I I I,I . II 3.5 m u I ..._._____ Tel: 094 962 1258 Web: www.coyleenv.ie Page 9 _N`�IVki III id►ili MUNII-0NIN[I CONSULTING Likely Subsurface Percolation Value: 0 Likely Surface Percolation Value: 0 Note: `Depth of percolation test holes should be indicated on log above. ('Enter Surface or Subsurface at depths as appropriate) See Appendix E for BS 5930 classification. 3 samples to be tested for each horizon and results should be entered above for each horizon All signs of mottling should be recorded Evaluation: O -HORIZON CONSISITED OF GRASSROOTS A -HORIZON CONSISTED OF TOP SOIL AND WENT DOWN 0.3M B - HORIZON CONSISTED OF CLAY AND DOWN 0.9M C -HORIZON CONSISTED OF CLAY AND WENT DOWN 2.AM T - TEST STARTED AT 0.2M WATER TABLE ENCOUNTERED IN THE TIRAL HOLE AT 2.4M BELOW GROUNDLEVEL 3.3(a) Subsurface Percolation Test for Subsoil Step 1: Test Hole Preparation Percolation Test Hole I Depth from ground surface to 200 200 200 top of hole (mm) (A) Depth from ground surface to 600 600 600 base of hole (mm) (B) Depth of hole (mm) [B - A] 1400 1400 1400 Dimensions of hole [length x 300 x 300 300 x 300 300 x 300 breadth (mm)] Step 2: Pre -Soaking Test Holes 3 Pre-soak start Date Time 2nd Pre-soak start Date Time 15-05-2026 15-05-2026 15-05-2026 09:00 09:00 09:00 15-05-2026 15-05-2026 15-05-2026 17:00 17:00 17:00 Each hole should be pre-soaked twice before the test is carried out Step 3: Measuring T100 Percolation Test Hole No. Date of test Time filled to 400 mm Time filled to 300 mm Time (min.) to drop 100 mm (T100) Average T100 1 6 3 116-05-2026 I 116-05-2026 116-05-2026 109:00 I 09:00 09:00 110:23 I 09:54 I 109:35 83 54 35 If T100 > 480 minutes then Subsurface Percolation value >120 - site unsuita If T100 ≤ 210 minutes then go to Step 4; If T100> 210 minutes then go to Step 5; 157.33 PL.Ar,,IN NGr SEA ION 30JUN2026 Tel: 094 962 1258 Web: www.coyleenv.ie I. NVIRI) NMEN1'AL MONITORING CONSULTING �='!;� r ��,q , Pbge 10 Nis fl y,: ��9MA!ON ENVIRONMENTAL Step 4:Standard Method (where T100 ≤ 210 minutes) Percolation 1 2 ( 3 Test Hole Fill no. Start Time Finish At (min) Start Time Finish At (min) Start Time Finish At (min) (at 300 Time (at (at 300 Time (at I (at 300 Time (at mm) 200 mm) mm) 200 mm) mm 200 mm) 1 10:23 11:56 93 9:54 10:56 ji62 9:35 1017 2 2 11:56 14:09 133 11110:56 14:05 189 10:17 12:30 133 3 14:09 16:15 126 14:05 17:34 09 12:30 15:29 j1179 Average At 117.33 153.33 118.00 Value Average At/4 = 9.33 Average At/4 = 38.33 Average At/4 = 29.50 [Hole No.1] I [Hole No.2] [Hole No.3] Result of Test: Subsurface Percolation Value = (32.00 (min/25 mm) Comments: ;UBSOIL HAS SUITABLE PERCOLATION PROPERTIES TO BE USED AS A PERCOLATION OPTION AS PER STEP STANDARD METHOD Step 5:Modltied Method (where T100 > 210 minutes) Percolation Test Hole 1 Fall of water in hole (mm) 300-250 250-200 200 - 150 150 - 100 Average Time Factor = Tf Start Time hh:mm Finish Time hh:mm Time of fall(mins)= Tm I<fs= Tf / Tm T - Value= 4.45 / Kfs 8.1 9.7 11.9 14.1 1- Value JT- Value Hole 2 = (T2) _ Percolation Test Hole 2 Fall of water in hole (mm) 300 - 250 250 - 200 200 - 150 150 - 100 Average Time Factor = Tf Start Time hh:mm Finish Time hh:mm Time of fall(mins)= Tm Kfs= Tf / Tm T - Value= 4.45 / Kfs 8.1 9.7 11.9 14.1 1- Value JT- Value Hole 2 = (T2) _ Percolation Test Hole 3 Fall of water in hole (mm) 300 - 250 250-200 200 - 150 150 - 100 Average Time Factor = Tf Start Time hh:mm Finish Time hh:mm Time of fall(mins)= Tm Kfs= Tf / Tm T - Value= 4.45 / Kfs 8.1 9.7 11.9 14.1 rT- Value - Value Hole 3 = (T3) _ Result of Test: Subsurface Percolation Value = Comments: min/25 mm Tel: 094 962 1258 Web: www.coyleenv.ie I r u►i�iirJl'ii �V ►ii, MONITORING CONSULTING Page 11 3.3(b) Surface Percolation Test for Soil: Step 1:Test Hole Preparation Percolation Test Hole 1 2 3 Depth from ground surface to 0 0 0 top of hole (mm) Depth from ground surface to 400 400 400 base of hole (mm) Depth of hole (mm) 1400 1400 1400 Dimensions of hole [length x 300 x 300 300 x 300 300 x 300 breadth (mm)] Step 2: Pre -Soaking Test Holes Pre-soak start Date 15-05-2026 15-05-2026 15-05-2026 Time 09:00 09:00 09:00 2nd Pre-soak start Date 15-05-2026 15-05-2026 15-05-2026 Time 17:00 17:00 17:00 Each hole should be pre-soaked twice before the test is carried out. Step 3: Measuring T100 Percolation Test Hole No. 1 2 3 Date of test 116-05-2026 I 116-05-2026 16-05-2026 Time filled to 400 mm 109:00 109:00 I 109:00 Time filled to 300 mm 109:37 109:48 I 09:28 Time (min.) to drop 100 mm 37 48 28 (T1oo) Average T100 If T100 > 480 minutes then Subsurface Percolation value >120 — site unsuitable for discharkbijt-& i dAN CO. COON L If T100 s 210 minutes then go to Step 4; 1 PLANMNG SECTION If T1 00 > 210 minutes then go to Step 5; Step 4:Standard Method (where T100 s 210 minutes) 30 JUN 2026 Percolation 1 2 1 3 Test Hole FJTHER Fill no. Start Time Finish At (min) Start Time Finish At (min) Start Ti►i.- ATE (at 300 Time (at (at 300 Time (at (at 300 Time (at mm) 200 mm) mm) 200 mm) mm) 200 mm) 1 1 9:37 10:26 9�t 109:48 10:45 j157 109:28 10:07 jI39 2 110:26 12:20 114 110:45 11:56 1171 110:07 11:45 JI98 3 1,12:20 14:36 136 11:56 14:08 132 111:45 13:56 131 Average At 9.67 86.67 189.33 Value I � � Average At/4 = 4.75 Average At/4 = 21.50 Average At/4 = (22.25 [Hole No.1 [Hole No.2] [Hole No.3] Tel: 094 962 1258 Web: www.coyleenv.ie Page 12 EN VI RUNMEN IAI MONITORING CONSULTING C-,..Fymc-- '. Result of Test: Surface Percolation Value = 22.33 min/25 mm Comments: TOPSOIL HAS SUITABLE PERCOLATION PROPERTIES TO BE USED AS A PERCOLATION OPTION AS PER STEP 4 STANDARD METHOD Step 5:Modified Method (where T100 > 210 minutes) Percolation Test Hole 1 Fall of water in hole (mm) 300 - 250 250 - 200 200-150 150 -100 Average Percolation Test Fall of water in hole (mm) 300 - 250 250 - 200 200-150 150-100 Average Percolation Test Fall of water in hole (mm) 300 - 250 250 - 200 200-150 150-100 Average Time Factor = Tf Start Time hh:mm Finish Time hh:mm Time of fall(mins)= Tm Kfs= Tf / Tm T - Value= 4.45 / Kfs 8.1 9.7 11.9 14.1 [1 -Value T- Value Hole 1 = (Ti) _ Hole 2 Time Factor = Tf Start Time hh:mm Finish Time hh:rnm Time of fall(mins)= Tm Kfs= Tf / Tm T - Value= 4.45 / Kfs 8.1 9.7 11.9 14.1 T -Value ii- Value Hole 2 = (T2) _ Hole 3 Time Factor = Tf Start Time hh:mm Finish Time hh:rnm Time of fall(mins)= Tm Kfs= Tf / Tm T - Value= 4.45 / Kfs 8.1 9.7 11.9 14.1 fl -Value T- Value Hole 3 = (T3) _ Result of Test: Surface Percolation Value = Comments: min/25 mm Tel: 094 962 1258 Web: www.coyleenv.ie I iNlill,Ui'li'iLidllli MONITORING CONSULTING Page 13 Cy!e F NjIVfiN 11 . IP.I Integrate the information from the desk study and on -site assessment (i.e. visual assessment, trial hole and percolation tests) above and conclude the type of system(s) that is (are) appropriate. This information is also used to choose the optimum final disposal route of the treated wastewater. Slope of proposed infiltration / treatment area: I 0 Are all minimum separation distances met? Depth of unsaturated soil and/or subsoil beneath invert of gravel (or drip tubing in the case of drip dispersal system) Percolation test result: Surface: 122.33 Sub -surface: 132.00 Not Suitable for Development I Suitable for Development 0 Identify all suitable options 1. Septic tank system (septic tank and percolation area) (Chapter No 7) 2. Secondary Treatment System (Chapters 8 and 9) and soil No polishing filter (Section 10.1) 3. Tertiary Treatment System and Infiltration /treatment area I Yes (Section 10.2) Discharge Route GROUNDWATER Propose to install and discharge to: Tertiary Treatment System and Infiltration /treatment area �--- Ground Water Invert level of the trench/bed gravel or drip tubing (m) 0 Site Specific Conditions (e.g. special works, site improvement works testing etc. From our Site Characterisation Assessment, we can confirm that this site is suitable to provide discharge to groundwater. This development falls under section 1.3 of the code of practice as this site has an existing wastewater treatment system present on site and is considered an upgrade to the existing wastewater treatment on site. The proposed dwelling is to have a maximum DESIGN POPULATION of 6. no persons, the EPA COP 2021 states that each person produces 150 litres of water per day. This gives us a total daily usage of 900 Litres at the proposed dwelling house. With a total daily demand of 900L/day we are proposing a PROPRIETARY PE 6 wastewater treatment system or similar with discharge to a TER 3 PACKAGED TERTIARY UNIT and a distribution ATTENUATION LAYER OF 60sgm. PLANNING SECTION 311 J U N 2026 _.--.----. nt for domestic sewage vi PIPE RUNS MUST BE VENTED. The location of filter can be seen on the attached site layout plan and cross section detail (Appendix 3) We would recommend that the installation be supervised and certified by the Environmental Engineer who carried out the site characterisation assessment and proposed design. 1A discharge of sewage effluent to "waters" (definition includes any or any part of any river, stream, lake, canal, reservoir, aquifer, pond, watercourse or other inland waters, whether natural or artificial) will require a licence under the Water Pollution Acts 1977-90. Refer to Section 2.4. Tel: 094 962 1258 Web: www.coyleenv.ie FNVIIIUNMEN IRL MONITORING CONSULTING Page 14 __ Cy!c SYSTEM TYPE: Septic Tank Systems (Chapter 7) Tank Capacity (rn3) L Percolation Area Mounded Percolation Area No. of Trenches Ij No. of Trenches Length of Trenches (m) j_ Length of Trenches (m) Invert Level (m) I Invert Level (m) SYSTEM TYPE: Secondary Treatment System (Chapters 8 and 9) and polishing filter (Section 10.1) Secondary Treatment Systems receiving septic tank effluent Packaged Secondary Treatment (Chapter 8) Systems receiving raw wastewater (Chapter 9) Media Type Area (m2)* Depth of Filter Invert Level Sand/Soil Soil L -.__I Constructed Wetland Type IPE6 TREATMENT Capacity PE ]PE6 Sizing of Primary Compartment Other 2.70 m3 Polishing Filter*: (Section 10.1) Surface Area (m2)* Option 3 -Gravity Discharge Trench length (m) Option 1 - Direct Discharge Option 4 - Low Pressure Pipe Surface area (m2) Distribution Trench length (m) Option 2 - Pumped Discharge Option 5 - Drip Dispersal Surface Surface area (m2) area (m2) SYSTEM TYPE: Tertiary Treatment System and infiltration I treatment area (Section 10.2 ) Identify purpose of tertiary treatment Provide performance information Provide design information demonstrating system will provide re uired treatment levels EUROTANK TER3 UNIT IS A TERTIARY EFFLUENT QUALITY AS PER PIA TEST BOD TER 3 PACKAGED TERTIARY UNIT and a TREATMENT SYSTEM IS REOUIRE TO 2MG/L NH4N 0.3MG/L SUSPENDED SOLIDS distribution ATTENUATION LAYER OF MEAT SEPERATION DISTANCE AS PER EPA 4MG/L PHOPHATES<6MG/L ECOLI AND 60sqm CODE 2021 TABLE 6.1 OTAL COLIFORM REMOVAL >99% DISCHARGE ROUTE: Groundwater Hydraulic Loading Rate * (I/m2.d) Surface area (m2) Surface Water ** 0 Discharge Rate (m3/hr) 'Hydraulic loading rate is determined by the percolation rate of subsoil **Water Pollution Act discharge licence required Tel: 094 962 1258 Web: www.coyleenv.ie Page 15 �_k� I,UkI'li..r,irii.. MUNIIUNINC CONSULTING QUALITY ASSURANCE: Installation & Commissioning Manufactures certification of installation & supervising engineers certification of compliance with planing and building regulations this certificate will be forwarded to the local authority. Maintenance Maintenance contract with manufacturer & de sludging as / the owner. Certificate must be ke Company: OYLE ENVIRONMENTAL Prefix: First Name: PATRICK j Surname:IMANNION Address: IKILMURRY HOUSE, MAIN STREET, CASTLEREA, CO. ROSCOMMON Qualifications/Experience: (BSc ENV (HONS) IAH IEMI FETAC SITE ASSESSOR 2000 Date of Report: 0/05/2026 Phone: 10949621258 E-mail:1Info@coyleenv.ie Indemnity Insurance IRL UNDERWRITING LTD PL/C/12420/1 Number: Signature: ____ iii mom. � MONAGHAN CO. COUNCIL PLANNING SECTION 3 0 J U N 2026 I FWITHER INFORMATION Tel: 094 962 1258 Web: www.coyleenv.ie ENVIRONMEN IAL MONITORING CONSULTING Page 16 Appendix 1 Photographic Representation of Site & Site Characterisation Assessment - _...._-� Tedavnet" ter` Fernhill .., • n Middl Business Park ►' �*+, - .� / TEHACCEN Scotstown ` ,� ` *e • ever • �t �P '�' a�, ' allinode� I11LLT WN 3 • , SICVERSTREAM , r ; "'� 'Tyholland, Dr K Ity rallen __ MILLET N ANNACRAMPH roVe3 • Mullinahinh Mpg• -i.r con h - , " Killymarley * ® N2 CASTLESHANE_ •LERRAN Rossmore Forest,Park �s} DEMESNE . - 1. 4 Three,Mile- 1 i RACKWALLACE LISGLA •RossmorePark '\ ' House: ' TULLYBU rbIAv Ruth Russell. Feebane, Castleshane, Co. Monaghan. H18 T259. Figure 2: Shows a Google image of the site location and trial hole location. Coyle Environmental Ltd. Site Characterisation Assessment Repoi Ruth Russell. Feebane, Castleshane, Co. Monaghan. H18 T259. Trial Hole. .r �• 4/,,;, ,` . . • I. -. .-••• •-• 0• Figure 3: This photograph provides an overview of the site and illustrates the location of trial pit and subsurface & Coyle Environmental Ltd. Site Characterisation Assessment Repot MU i' t 6 iAN CO. COUNCIL 3 0 JUN 2026 RYWHER !NFORMATIoN Ruth Russell. Feebane, Castleshane, Co. Monaghan. H18 T259. Figure 4: Illustrates the trial hole depth at 2.7m below ground level. Figure 5: Shows the different layers within the trial hole. Coyle Environmental Ltd. Site Characterisation Assessment Report. Ruth Russell. Feebane, Castleshane, Co. Monaghan. H18 T259. ti ;T'r.y'. Yrr •` `� r� / E Figure 6: Shows the different layers within the trial hole. ON GRAN CO. COUP PLANNING SECTICar 3 0 JUN 2026 Figure 7: Shows the different layers within the trial hole. Coyle Environmental Ltd. Site Characterisation Assessment Report. Ruth Russell. Feebane, Castleshane, Co. Monaghan. H18 T259. Figure 8: Shows subsurface and surface percolation test carried out. JJr Gy� I ,,fir =•1'�i i -l5. I •Y..:' n'T Tl ir' __yrr �` \1-!�'r. r 1 i . s 1, ♦ 4' 4 /ice.. '. j 1 is �+t..3 •.r.. .,i.�l!;, '.►� 4"" S ' a 'J /�I /�r��N,Nr+, '1 •�qA �! �rt ��l�lll� •,1'-_-.T:-t- 1!_- i i "*5 Figure 9: Shows subsurface and surface percolation test carried out. Coyle Environmental Ltd. Site Characterisation Assessment Report. Ruth Russell. Feebane, Castleshane, Co. Monaghan. H18 T259. ri � ��� �/' �i•. �"k`'F�'Si + `\eta �..-.v�� +�� �.: , > S�r� ) �'. �� >f^''S'� � V Figure 10: Shows subsurface and surface percolation test carried out. .ri y ►"t ;�.. f. 4 .. I. .,.. ., .,. Figure 11: Shows location of subsurface and surface percolation test and trial hole NX),', AG'11,AN CO. COUNCIL PLA Nx iNG SECTION 30 J U N 2026 FU:1THFR U\fl ORMATION Coyle Environmental Ltd. Site Characterisation Assessment Report. Ruth Russell. Feebane, Castleshane, Co. Monaghan. H18 T259. Figure 12: Shows digger used to dig trial hole. Figure 13: Shows Trial hole been dug on site. Coyle Environmental Ltd. Site Characterisation Assessment Report. Ruth Russell. Feebane, Castleshane, Co. Monaghan. H18 T259. Figure 14: Shows overview of site. Figure 15: Shows overview of site. MONAGHAN CO. C)a. NCiL PLANNING SECTION 30 J U N 2026 Coyle Environmental Ltd. Site Characterisation Assessment Report. Appendix 2 General Mapping, Aquifer, ■ ■ Vulnerability & Groundwater Protection Information G�olo�ical5urv�y I GROUNDWATER AQUIFERS v Geol gi hl Gheoleroahta M Run Comhnaod, Ii Per3Ne agus Curtv,thde mparenert pr the Erepaumpnt Qima6 and cone erIna5e s ©Tailte Eireann I TailteEireann I Geological Survey Ireland I Teagasc, EPA& GSI I Environmental ProctionAgencyI Dab Ekeann This map and its data may not be used or reproduced for commercial purposes wlhout the prior written permission ofCopyright holders. ®ram eeann ordnanm.covernmont or yemnd Thls map 6 a user generated static output from an Internet mapping site and star general reference an ®Ceologkal Sousa t,brarceus,nment a Ireland Jata layers that appear on this map may or may not be accurate, current, or otherwise reliable. Snapshot Date: May 15, 2026 Legend IE_GS I_San d_a nd_G ra... Regionally important gravel aquifer Locally important gravel aquifer — IE_GSI_Aquifer G... IE_GSI_Bedro ck_Aq u if... Rkc - Regionally Important Aquifer - Karstified (conduit) Rkd - Regionally Important Aquifer - Karstified (diffuse) Rk - Regionally Important Aquifer - Karstified Rf - Regionally Important Aquifer - Fissured bedrock Rf/Rk - Regionally Important Aquifer - Fissured bedrock/Regionally Important Aquifer - Karstified Lm - Locally Important Aquifer - Bedrock which is Generally Moderately Productive Lk - Locally Important Aquifer - Karstified LI - Locally Important Aquifer - Bedrock which is Moderately Productive only in Local Zones MONAGHAN CO. COUNCIL PLANNING SECTION 30 J U N 2026 FURTHER INFORMATION ��Geological5urvey GROUNDWATER VULNERABILITY SCI,hF♦Ir� �1•tGFr•u�n(orhl.. M Rom Comhriaob, aeraueaaua cunvrthide W partrned pl the Fnv FonrrenL • rarmb end Gomrunkebors ........�...,,n.�o. �... ©Tailte Eireann I Tailte Eireann I Geological Survey Ireland I Teagasc, EPA& GSI I Environmental Protection Agency i OR Exeann this map and its data may not be used or reproduced for commercial purposes without the prior written permission ofCopyright holders. ®TdEe•nn ordnan_IGovemmanl or rebne ® Geob9tal &rwey FebndlGorernmanl d Irolond this maps a user generated static output from an Internet mapping site and is for general referenceon. Snapshot Date: May 15, 2026 Data layers that aooear on this map may or may not be accurate, current, or otherwise reliable. Legend IE_GSI_Groundwater_V... Rock at or near Surface or Karst Extreme High Moderate Low Water r Goolo�Ical5urvey SUBSOIL � /� Legend S�1. b"IIr af� Gf.rol..iui 1.1.. I ` 1 B O IL acre 1 L.u�^ J V J An 6oN Camhrana. N Aeradoagus Cu,mrsl'. Ceparenea pf tha env ionnent ©Tailte Eireann I Tailte Eireann I Geological Survey Ireland I Teagasc, EPA& GSI I Environmental Protection Ag ency bdb Eieann ®Tam o earn orananm .covarnnent of rarand ® coologbal an vey Yobndreo.e mmant a hGland Snapshot Date, May 15, 2026 rns map and its data may not be used or reproduced for commercial purposes without thepriwwritten permission ofCopyright holders rins mope a usergenerated stalc output from an Internet mapping see and for general reference only. Data layers that appear on the map may or may not be accurate, current, or otherwise reliable. M0)I O"= N CO. COUNCIL PLANNING SECTION 30 JUN 2026 !1mER INFORMATION Legend J' Geological Survey TEAGASC SOILS I Sc1 oloear lit GM1vo�.+iw l+r.+ M Rain Co m h Sr no 0, Aerfunagaa curmraae Oeparenert pr the envhonnnnt neb and Comrunkafore _V "I, '7 i © Tailte Eireann I Tailte E ireann I Geological Survey Ireland I Teagasc, EPA & GSI I Environmental Protection Agency I sabeo-eann This map and Rs data may not be Used orreproduced for commercial purposes without the priorwritten permission of Copyright holders. ®Tam Seam n ordnanoa .Governnentof round This map is a user generated static output from an Internet mapping she and is for general reference ony. ®Geokgkai SJro,y tebndlcowrnmem a Ireland Data layers that appear on this map may or may not be acciaatecurrent. or othassise redbhh Snapshot Date: May 15, 2026 IE_GSI_TEAGASC_EPA... AminDW - Deep well drained mineral (Mainly acidic) AminPD - Mineral poorly drained (Mainly acidic) AminPDPT - Peaty poorly drained mineral (Mainly acidic) AminSW - Shallow well drained mineral (Mainly acidic) Am inSP - Shallow poorly drained mineral (Mainly acidic) Am inSPPT - Shallow peaty poorly drained mineral (Mainly acidic) AminSRPT - Shallow, rocky, peaty/non- peatymi... complexes (Mainly acidic) BminDW - Deep well ■ drained mineral (Mainly basic) Bm inPD - Mineral • poorly drained (Mainly basic) BminPDPT - Peaty poorly drained mineral (Mainly basic) BminSW - Shallow well drained mineral (Mainly basic) Ir' ' " cal 5 ietii hN•�achI GEOLOGY BEDROCK ' r" �J�]" SGNb1 GMon(w hr.. 5 23 25 28 --arte ' fr F y r` 33 25 4 l , ■ horse, .gusCurrarsna, m Dartrn en DI th, the EnoFnvtrommnt d noe end CormunkeEors .. ..... ... ,....,,=.o,. ©Tailte Eireann I TailteEireann I Geological Survey Ireland I Teagasc, EPA& GSI I Environmental Protection Agency sae eae.nn this map and Is data may not be used or reproduced for commercial purposes wihout thepriorwritten permission ofCopynght holders. ®Ta. 6eann ordnanw.covarnnentofyobnd ®5eobgkal sorry tebnd/Go.ernment d Ireland This map s a user generated static output from an Internet mapping sole and star general reference on, Snapshot Date: May 15, 2026 Data layers that appear an this map may a may not be accurate, current, or otherwise rely ble. Legend IE_GSI Structural_Sym... Dip of bedding or I' main foliation, old GSI data First foliation parallel to bedding Foliation trend, Thorr and Rosses Granites Horizontal Bedding Strike and dip of bedding, right way up Strike and dip of bedding, way up unknown Strike and dip of first foliation Strike and dip of overturned bedding Strike and dip of second foliation Strike and dip of third foliation Strike and plunge of first generation fold axis Strike and plunge of second generation fold axis Strike and plunge of third generation fold axis Strike of vertical bedding/foliation + Strike of vertical first foliation Bedrock Outcrops IE_GSI_Geologica I_Lin... 4- Anticlinal Axis M0l`�,t\0,1-1i'?r., i? L PLANKN N3E'C 160N 30 J U U 2026 'l"HOr Ib.(1P:+'I0N Geological Survey s GROUNDWATER DRINKING WATER PROTE SI-Inner Protection Area SO -Outer Protection Area Group Water Scheme Preliminary Source Protection Areas Zones of Contribution M Rein Cemhdnaofi, A,thaeD thp,rt ert pth, Enuja (crab ,n Cthe Fn6atemnt (crab and Comrunkafiors ©Tailte Eireann I TailteEireann I Geological Survey Ireland I Teagasc, EPA& GSI I Environmental Protection Agency vrb etraann This map and dsdata may not be used or reproduced forcommuclal purposes without the prior -Then permission ofCopyrightholders. oram eaaannomnanm ,Govemnontof ratans This map is a user generated statb output from an Internet mapping sde ands for general reference only, ® cooloekat survey rabnercorarnmam a lrabnd Jeta layers that appear on this map may or may not be accuate, current,or otherwise risSbla, Snapshot Date: May 15. 2026 4 5%+eotluQfca�lsurvey I SURFACE WATER FEATURES Legend River and River Flow Direction Arrow M Rein Corn C urrar, Mrs Mager rl s rha Ena, e Qrn bnen pf this cnv abors l �nvb and CommnlcaEors .,,.........,.,.•. ... ©Tailte Eireann I Tailte Eireann I Geological Survey Ireland I Teagasc, EPA & GSI I Environmental Protection Agency ". Earn This map and its data may not be used or reproduced for commercial purposes wdhout the prior written permission otCopyrigrt holders. ®Tat S Hann ordnanm .Gcvemnemoreabnd Ttus map6auser rated static output from an Internet mapping s Is and 5 forgeneral reference on 00Snap l9rvey kebnd/aocsrnmentof Ireland gene W pp N. Snapshot Date: May 15, 2026 )eta layers that appear on this map may or may not be accurate, current, or otherwise relbble. Lake MONAGHAN CO. ,OUNU PLANNING SECTION 30 JUN 2026 P J TH R IN -O'RIM T N Geological s-"--y GROUNDWATER KARST WILL AND SPRIN v SblrWr{Iro�chlGMol�io[Ma a f 0*. MRoln Comhshaot, Mratleeaus Cure,6be pfthocanoe C*rro Fnvtronmenl armb and Cormunkorna ©Tailte Eireann I TailteEireann I Geological Survey Ireland I Teagasc, EPA& GSI I Environmental Protection Agency I bib Etreenn This map and its data may not be used or reproduced for commercial purposes wahout the prior written per mission of Copyright holders. ®Tab 6aenn ordnan® wovernnont or Cobra 0 Geobgkal SLrvay YobndiGowrnment d Irobnd Dais map's auser pear oath stma output from an Internet mappingsaeand tforgeneralreference ony. Data layers that appear on this map may or may not be actuate, current, or oche nvise rd'e bie. Snapshot Date: May 15, 2026 Legend S Groundwater Wells and Springs - circle. size is location accuracy I� Gaolo�ical5urvay GROUNDWATER KARST FEATURES /� Scl'hlrFlrtu lit Gheolwfwhln MR.. Cnmhshaod, Mraaeagus Cunorghie mpatmen p(ro Fnvvonrmnl tlrteb end Cenrtunkobars .. ......,...,,.,,, e... ,. © Tailte Eireann I TailteItireann I Geological Survey Ireland I Teagasc, EPA & GSI I Environmental Protection Agency I Bdb ekeann This map and Os data may not be used or reproduced for commercial purposes without the pnorwritten permission ofCopyright holders, OTC m ee.nn ordnanoa overnnemorremnd ® Ceobg'cal Savoy Yabnd1Gowrnment d Ireland This map is a user generated static output from an Internet mapping site and 's for general referenceon. Snapshot Date'. May 15. 2026 Dare layers that appear on this map may or may not be accurate, current, or otherwise rMeble. Legend IE_GSI_Karst_Landform: Borehole Cave Dry Valley Enclosed Depressiot Estavelle "d Spring L s s Superficial Solution feature Swallow Hole n Turlough Traced Underground Connections MONAGHAN CO. C U N ,i PLANING SECTION 3 0 J U N 2026 FU!ITHER 9N ORMATIC Appendix 3 Site Layout & Cross Section of Proposed Site, Illustration of Water Table, Existing & Proposed Ground Levels Connection Group Wat, MONAGHAN CO. COUNCIL PLANNING SECTION 30 J U N 2026 FUo lTHER F0; -,t jvnc)N PUBLIC ROADWAY Sheet Title:- Ruth Russell Project No:26-094 Drg No: -01 �i Project Description:- Proposed new wastewater Scale: 1:1000 @ A4 Site Layout treatment system and Ter 3 Packaged Tertiary Unit at Feebane, Castleshane, Co. Monaghan. H18 T259 Drawn by:- P.M. Date: -2010512026 00 INU. Rainwater collection tanks OUTLET PIPE 100mm D PE6 PROPRIETARY W STEWA TREATMENT SYSTEM PRESSURISED PIPE (33mmOD Small pumphouse unused 1.8mx3.4m on plan 2.1 m high 4no. fuel storage to ks a) a) C ns TER3 PACKAGED TERTIARY n TREATMENT SYSTEM WITH n 30m2 ATTENUATION LAYER Paving 8674 LJft ;////4 1.8m high r� C Q w z U � I 1330__ to lane TER 750 m hi h wall + ranch fence ver EXISTING SEPTI TAN TO BE DECOMMISSION D EXISTING PER OLATI N AR I ' DECOMMISSIONED 45498 ptlingerow INGLE ONT FIELD', RUC ARKINSite Area 1.6acres 0.65 hec REA Trial Hole Approximate. Location existing hedgerc ENTRANCE PUBLIC ROADWAY Site Notice F on roadside • Sheet Title:- Ruth Russell rroieci Nozb-u4 urg No:-uz Project Description:- Proposed new wastewater C., 1 P P Scale: 1:500 @ A4 Rev: - Site Layout treatment system and Ter 3 Packaged Tertiary Unit at Feebane, Castleshane, Co. Monaghan. H18 T259. Drawn by:- P.M. Date: 2010512026 Topsoil & Seeded Layer Pressurised pipe. I Percolation Pipe. 100OD 1m Om -1m -2m Om Water Table 0.9m Below Ground Level Ter,3 unit 5m Attenuat on Layer 60m2. 350mm stone layer of 20mm clean. Membrane. 10m p, pl pap 701 1a pa p, ,a ,a ,a ,a I C( COUNCIL 30 JUN 2026 'fl'r-HER INFORMATION .�, r 1FORMATION Sheet Title:- `�` Ruth Russell Project No:26 094 Drg No: 03 Project Description:- Proposed new wastewater Scale: 1:80 @ A4 Rev: C Cross Section treatment system and Ter 3 Packaged Tertiary Unit at Feebane, Castleshane, Co. Monaghan. H18 T259. Drawn by: P.M. Dale: 2010512026 huenudLjun Layer nurnL. Pipework. Ter 3 unit 350mm stone layer of 20mm clean. Sheet Title: - Plan View Through Ter 3 Packaged Tertiary Unit `' Project No:26 094 Dr No: -04 Ruth Russell 00 T E R3 Layout Project Description:- Proposed new wastewater Scale: 1:50 @ A4 Rev: treatment system and Ter 3 Packaged Tertiary Unit at Feebane, Castleshane, Co. Monaghan. H18 T259. Drawn by:- P.M. Dale: -2010512026 Drawn by:- 6m 5m 4m 3m 2m 1m Om -1 m -2m -3m 4% 10m 20m Sheet Title:- `Ir` Ruth Russell Project No:26-094 Drg No: -05 Project Descdption:- Proposed new wastewater IScale :1:160 @ A4 Rev:- treatment system and Long Cross Section Example at Feebane, Castleshane, Co. Monaghan. H18 T259. Drawn by: P.M. Date: -2010512026 1. jj II Not Site Specific MONAGHAN CO. COUNCIL PLANNING SECTION 3 0 JUN 2026 FU1THER INFORMATION • A 4 4• Appendix4 Manufacturer Site Report c ACE SYSTEMS SITE SPECIFIC REPORT Ruth Russell. Feebane, Castleshane, Co. Monaghan. H18 T259. MONAGHAN Co. ON IL PLANNING SECTION f-, 30 JUN 2026 FU ITHER INFORMATION Email: info@sewagesystems.ie Web: www.sewagesystems.ie Date: 20/05/2026 Client Name: Ruth Russell Site Location: Feebane, Castleshane, Co. Monaghan. H18 T259. DESIGN CAPACITY Maximum number of residents: 6 Number of Bedrooms: 4 MAXIMUM DESIGN LOADINGS Maximum number Flow Total Hydraulic Load of residents: (litres/day/person) (litres) 6 150 litres 900 litres BOD Total Organic Loading (grams/day/ person) (grams/day) 60g 360g SITE RELEVANT PARAMETERS A review of the Site Characterisation Assessment carried out on this site provided the following data. T -Value (Subsurface) 32.00 P -Value (Surface) 22.33 Depth from ground to Water Table .9M Depth from ground to Bedrock N/A Groundwater Protection Response R1 Minimum Infiltration Area (m2) 60 PROPOSED SYSTEM DETAILS Based on the information provided to us in the Site Characterisation Assessment for your site and the requirements of the 2021 EPA Code of Practice, the most suitable system for sewage treatment and percolation on your site is the EuroTank BAF2 Wastewater Treatment System followed by 6PE EuroTankTER3 Percolation Unit. SWAGE SYSTEMS EUROTANK BAF2 WASTEWATER TREATMENT SYSTEM The EuroTank BAF2 is a concrete wastewater treatment system and is certified by EN12566/3 Et NSAI SR66 as listed on www.pia-gmph.com (Irish Certificates). The system uses Moving Bed Technology in a 3 stage Biological Aeration Filtration process. Chamber 1: Primary settlement chamber, receives raw sewage and wastewater Et settles solids. Chamber 2: Reactor, biological treatment with the use of aeration and high spec fluidised media. Chamber 3: Clarifier, any remaining solids are allowed to settle and are returned to the primary chamber to aid the activated sludge process. The final Effluent leaves Chamber 3 via gravity or a float switch pump. Appendix 1: EuroTank BAF2 Specification Brochure, PIA Certification and Drawings EUROTANKTER3 PERCOLATION UNIT The EuroTank TER3 is a concrete packaged tertiary treatment system which further treats effluent from a secondary treatment system. It is certified by EN12566/3 Et NSAI SR66 as listed on www.pia-gmph.com (Irish Certificates). Effluent from the EuroTank BAF2 is pumped via a network of pipes over the surface of the TER3 percolation unit. It then trickles down through the various layers in the TER3 where it receives biological treatment before final discharge to the ground via a network of percolation pipes which sit on a layer of distribution stone. The TER3 will be either a slightly raised small bed or finished at ground level, depending on the results of the percolation test. �11s4'i'„�'rC; S i.rss�i tafl. CoUl'h Pf_> r^2N':1NtG SECTION Appendix 2: EuroTank TER3 Specification Brochure, PIA Certification and Drawi gs 3 0 JUN 2026 CLIENT RESPONSIBILITIES T1 f 1� 1 ER ! 9 (� �� F O R 1111M F9T a '" • Any necessary excavation or backfilling on site. Provision of a solid, unimpeded access for a crane lorry to drop the BAF2 Wastewater. • Treatment System into the excavated hole. • Provision of power supply and connection to the BAF2 Wastewater Treatment System. • Provision of a 12T machine or similar to lift TER onto the stone bed if required. • Provision of 30m2, 60m2 or 90m2 stone bed, as per Percolation Test Report. SEWAGE SYSTEMS Appendix 1 swacE i SYSTEMS Wastewater Treatment Description: Eurotank BAF2 is a very strong Concrete, Economical, Efficient, Wastewater / Sewage Treatment System for use in domestic housing and commercial applications. The system is EN12566/3 & NSAI SR66 Certified as listed on www.pia-gmph.com (Irish Certificates). Eurotank BAF uses Moving Bed Technology in a 3 stage Biological Aeration Filtration process as a very simple method of treatment with great effluent quality. The range comprises various tank comes fully built and delivered wit installation advantages. Eur�, 600 INLET 2800 IS00 1900 Full after -sales nationwid Risers, sealed no leaks, ground adjustableB: Enclosure, Aesthetic control unit housing Population Equivalent PE 6 TO 50 Tank configurations for 6, 12, C: ECO Blower unit 25, 50 and up to 300 D: Control unit with built in Mcb's & alarm E: Sludge return, solids removal & activated sludge Certification By Pia Gmbh To En12566/3 SR66 as listed for Irish use. (ATTACHED) F: Media Bed G: Aeration Diffusers Effluent Quality BOD5 - 11 mg/It <20mg/I required SS - 12mg/It <30mg/I required B --> NH4-N — 6.2 mg/It <20mg/I required A Electrical Exceeding Irish Requirement _______ Consumption 1kwH/D —_ -Cable 2.5mm2 x 3 core SWA (up to 100m run) r. te_ -Protection RCD 16 amp,230v ,30ma ,Bs 4293 standard Alarm Audible for Pump Failure Outlet Gravity or Pumped E Internal Treatment Process & Chamber Layout: The Process has 3 Functions Housed in 3 Chambers Chamber 1 — Primary settlement chamber, receives raw Sewage and Wastewater & settle solids. Chamber 2 — Reactor, Biological treatment with use of aeration and high spec Fluidised Media Chamber 3 — Clarifier, any remaining soilds are allowed settle and are returned to primary chamber to aid activated sludge process. Final Effluent leaves chamber 3 Via gravity Email: info@sewagesystems.ie Web: www.sewagesystems.ie F Appendix 1 I REA II V IL: N. II PFRFORMA\.R ; RESULTS TPW Systems Ltd Ballyheige, Screen, Co. Wexford, Ireland EN 12566-3 Results corresponding to EN 12566-3 and S.R. 66 P I A2020 -S R66-2 007-1023.02 Fl1ROTANK BAF2 (range with 5 models) Biological aerated filter Nominal organic daily load Nominal hydraulic daily load Material Watertightness Structural behaviour (Crushing resistance) Durability Treatment efficiency (nominal sequences) COD 92.9 % 59 mg/I BOD5 96.4 % 11 mg/I NH4-N 84.3 % 6,2 mg/I SS 96.9 % 12 rng/I Number of desludging Not more than once Electrical consumption 1.10 kWh/d 0.29 kg/d 0.9 m'/d Concrete Pass Pass (also wet conditions) Pass Efficiency Effluent A1it'' f;t 'tc!HAN CO. COUNCIL Performance tested by: a EaI..; p;NiN SECTION PIA — Prufinstitutu, i o v Abwassertechnik GmbH '� (PIA GmbH) 3 0 JUN 2026 Hergenrather Weg 30 52074 Aachen, Germany This document replaces neither the declaration of performance nor the CE marking. Notified Body Caddied accardui0 to No.: 1739 ISO 90012015 FU71THER INFORMATION SJS�aInaTTerr�� 4�P cafes°� tested' Verschitz / Wermter February 2021 J r Appenaix 2 SEWAGE SYSTEMS Packaged Tertiary Percolation Unit Description: EuroTank TER3, is a CONCRETE Packaged Tertiary Treatment System which further treats effluent from a secondary treatment system. It is fully PIA Certified and compliant with the EPA Code of Practice 2021. It is ideal for most sites including difficult sites with poor soakage and a high water table, sites in Environmentally Sensitive Areas and is especially suited to small sites due to its small footprint and low profile. Raw sewage from the dwelling enters a wastewater treatment system where it is partially treated. Effluent then leaves this system and is pumped via a network of pipes over the surface of the TER3. It then trickles down through the various layers in the TER3 where it receives biological treatment before finaldischarge to the ground via a network of percolation pipes whichsit on a layer of distribution stone. The TER3 will be either a slightly raised small bed or finished at ground level, depending on the results of the percolation test. EuroTank TER3 is a Cost effective, Easily Installed, Low Profile and Efficient method of complete on -site wastewater treatment and disposal. Population Equivalent PE 6 to 50 with configurations for 6, 9, 12,18, 24, 36, 43, 50. Effluent Quality Bod 2mg/I Suspended Solids 4mg/I (Far Exceeding Irish NH4N N 0.3mg/I Minimum Standards) Phosphates < 6mg/I Ecoli and Total Coliform Removal >99% Concrete 45n reinforced Certification By PIA GMBH Under EN 12566/3 To Irish NSAI SR66 Standard Key Features: High Effluent Quality, with superior reduction in BOD,COD, Suspended solids, Nutrients, and Pathogens. (Best on the Irish Market!) Suitable for many sites including small restricted existing sites. Concrete unit. Fibre safe pre -clean system, in cleanable bags that can be shaken or washed. Very easy to maintain. Includes percolation pipe connections. Email: info@sewagesystems.ie Web: www.sewagesystems.ie SEWAGE Eur. TER3 Unit and Pe,ic0lati,on ,Detail,,, Aver..gr MI,,,) Cross Section of TER3 Unit -. .. ilia M1r11~ Operation Principles: Secondary treated water from the tank is pumped and distributed via a pipe network with orifice shielding. Water is distributed evenly over the Fibre safe Bags which remove any residual solids and in particular greases which ensure long life use of the natural and synthetic mixfibre Media. The waters then trickle through the fibre to receive final treatment and polishing before entering the percolation pipework over a bed of stone for distribution TREATMENT PERFORMANCE RESULTS TPW Systems Ltd Ballyheige, Screen, Co. Wexford, Ireland EN 12566-3 Results corresponding to EN 12566-3 and S.R. 66 P IA2020-S R66-2007-1024 EUROTANK BAF2 + TER3 (range with 7 models) Biological aerated filter + packaged tertiary treatment mod Nominal organic daily load Nominal hydraulic daily load 0.29 kg/d 0.9 m3/d Material Concrete Watertightness Pass Structural behaviour (Crushing resistance) Pass (also wet conditions) Durability Pass Treatment efficiency (nominal sequences) Efficiency Effluent COD 96.6 % 28 mg/I BOD5 99.3 % 2 mg/I NHi-N 99.3 % 0.3 mg/I SS 98.8 % 4 mg/I Number of desludging Not more than once Electrical consumption 1.16 kWh/d Performance tested by: PIA — Pri.ifinstitut fur Abwassertechnik GmbH (PIA GmbH) Hergenrather Weg 30 52074 Aachen, Germany This document replaces neither the declaration of performance nor the CE marking. Notified t3ody Cerlifiod according to No: 1/39 ISO 9001.2015 SJS�a�nable Ce,,� Q�Q d 0 9P S,�O a,Z ke tested" Verschitz / Wermter July 2.020 m W O uJ f0 w W N C 0 LL G .2 = . a a N W — LO y Y .a C a Y [Li _ +J _ N O — 1l Y) C tm • W �lc� Y � i 0 � vNi '.t rS tw p ro ) Hr: O. COUNCIL pLAe°.i NG SECTION y . 30 _! U N 2026 m_ "HER HNFOR iAT!ON 0 Y f0 7. N W u ra [o C 0 , fd 7 W N in Specific Purpose Certificate QQI AWARD Damhachtain lireisoideachais agus Oiliuna Further Education and Training Award TEASTAS CUSPORA SHAINIUIL LEIBHEAL 6 LEVEL 6 SPECIFIC PURPOSE CERTIFICATE i in Oiriunacht Suiomh Laithreain i gcomhair C®ireail Fuoliluisce Site Suitability for Wastewater Treatment le Tuillteanas with Merit Bronnta ar Awarded to PATRICK MANNION ar on 14 Feabhra 2021 14 February 2021 Priomhfheidhmeannach Chief Executive QQI MONAGHAN CO. COUNCIL PLANNING SECTION 30 JUN 2026 FURTHER INFORMATION 652241 FET Creidfunti/Credits 10 F1714793 NFQ Leibhcal/Level6 38906N Gronnta r.v 1,,ml•hu Ca,ho.Lta :uu, i::iilnt, htai ru,':uw fa,t i.h „I 4 ,I, -n A. h. EQF LeibhAal/Level 5 um 1h' . I , , _ 1. rhhu (. i'IluClyla (l\td:ae lue iiv- Oil.0 nl) ?Q12 A,cardud "H' .-,i QuAiicatirns lteland under Pats 4 of it,. emdt(u atiouh nod Quality A,,t-,iu, hduration and -I raining) t\cc LJl'S roltlnt! � \ www.QQ1.ie c t. Appendix 6 Coyle Environmental Professional Indemnity Insurance O ,v I.AMYIU/V V INSURANCE plbGroup To Whom It May Concern Re: Our Client: Coyle Environmental Limited, 1st & 2nd Floor, Kilmurray House, Main Street, Castlerea, Co Roscommon We act as insurance broker on behalf of our above -named client and we have pleasure in confirming their Combined Liability and Professional Indemnity, details as follows: - INSURED: BUSINESS DESCRIPTION: COMBINED LIABILITY INSURERS: POLICY No.: EFFECTIVE DATES: EMPLOYERS LIABILITY Limit of Indemnity: PUBLIC LIABILITY Limit of Indemnity: PROFESSIONAL INDEMNITY INSURERS: POLICY No.: EFFECTIVE DATES: LIMIT IF INDEMNITY: Coyle Environmental Limited Environmental Monitoring & Consulting and Project Supervisor at Design 07/07/2025 - 06/07/2026 €13 million each and every accident, unlimited any one period. €6.5 million each and every accident, unlimited any one period and in all in respect of Products Liability. Aspen 5383 Lloyds Brussels via DUAL Insurance PI/C/12420/21/1 09/12/2025 - 08/12/2026 €1,500,000 any one claim This document is for information purposes only. Please refer to the policy document and schedule issued by your Insurer for the policy terms conditions endorsements exceptions and exclusions. Yours sincerely, Adam Kenny CIP Adam Kenny CIP I Commercial Account Executive Campion Insurance MONAGHAN CO. COUNCIL PLANNING SECTION 30 JUN 2026 FWITHER INFORMATION