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Home My WebLink About2660390 - Site assessment reportREC E I V E D : 1 2 / 0 9 / 2 0 2 6 3)4%¬#(!2!#4%2)3!4)/.¬&/2- #/-0,%4).'å4(%å&/2- 3ECTIONå å)N THIS SECTION USE AN UNDERLINE ?????ååACROSS ALL SIX COLUMNS TO INDICATE THE DEPTH AT WHICH CHANGES IN CLASSIlCATION CHARACTERISTICS OCCUR .OTES å!LL CALCULATIONS IN THIS FORM ARE AUTOMATIC 7HERE POSSIBLE INFORMATION IS PRESENTED IN THE FORM OF DROP DOWN SELECTION LISTS TO ELIMINATE POTENTIAL ERRORS 6ARIABLE ELEMENTS ARE RECORDED BY TICK BOXES )N ALL CASES ONLY ONE TICK BOX SHOULD BE ACTIVATED !LL TIME RECORD lELDS MUST BE ENTERED IN TWENTY HOUR FORMAT AS FOLLOWS ((-- !LL DATE FORMATS ARE $$--9999 !LL OTHER DATA lELDS ARE IN TEXT ENTRY FORMAT 4HIS FORM CAN BE PRINTED OUT FULLY POPULATED FOR SUBMISSION WITH RELATED DOCUMENTS AND FOR YOUR lLES )T CAN ALSO BE SUBMITTED BY EMAIL 3TEPå å'OTO -ENU )TEM¬&ILE¬3AVE¬!S AND SAVE THE lLE UNDER A REFERENCE RELATING TO THE CLIENT OR THE PLANNING APPLICATION REFERENCE IF AVAILABLE å å 5SE THE #LEAR¬&ORM BUTTON TO CLEAR ALL INFORMATION lELDS 3ECTIONå ,ISTS SUPPORTING DOCUMENTATION REQUIRED 3ECTIONå 3ELECT THE TREATMENT SYSTEMS SUITABLE FOR THIS SITE AND THE DISCHARGE ROUTE 3ECTIONå )NDICATE THE SYSTEM TYPE THAT IT IS PROPOSED TO INSTALL 3ECTIONå 0ROVIDE DETAILS AS REQUIRED ON THE PROPOSED TREATMENT SYSTEM å å REC E I V E D : 1 2 / 0 9 / 2 0 2 6 APPENDIX B: SITE CHARACTERISATION FORM 1.0 GENERAL DETAILS (From planning application) Preﬁx: First Name: Surname: Address: Site Location and Townland: Telephone No: Fax No: E-Mail: Maximum no. of Residents: No. of Double Bedrooms: No. of Single Bedrooms: Proposed Water Supply: Mains Private Well/Borehole Group Well/Borehole 2.0 GENERAL DETAILS (From planning application) Soil Type, (Specify Type): Aquifer Category: Regionally Important Locally Important Poor Vulnerability: Extreme High Moderate Low High to Low Unknown Bedrock Type: Name of Public/Group Scheme Water Supply within 1 km: Groundwater Protection Scheme (Y/N): Source Protection Area: SI SO Groundwater Protection Response: Presence of Signiﬁcant Sites (Archaeological, Natural & Historical): Past experience in the area: Comments: (Integrate the information above in order to comment on: the potential suitability of the site, potential targets at risk, and/or any potential site restrictions). Note: Only information available at the desk study stage should be used in this section. File Reference: Mr.GERARD QUIGLEY KEENOGE, INNISKEEN, CO. MONAGHAN, 6 2 2 ✔ TILL DERIVED CHIEFLY FROM LOWER PALAEOZOIC ROCKS Pl ✔ Late Ordovician-Silurian deep marine geywacke, mudstone (Longford-Down) INNISKEEN PUBLIC WATER No R2¹ N/A Good Drainage JUDGING FROM THE ABOVE INFORMATION THIS SITE IS POTENTIALLY SUITABLE FOR WASTE WATER TREATMENT. HOWEVER ATTENTION SHOULD BE TAKEN TO ENSURE THERE ARE NO RISKS TO GROUNDWATER. REC E I V E D : 1 2 / 0 9 / 2 0 2 6 3.0 ON-SITE ASSESSMENT 3.1 Visual Assessment Landscape Position: Slope: Steep (>1:5) Shallow (1:5-1:20) Relatively Flat (<1:20) Surface Features within a minimum of 250m (Distance To Features Should Be Noted In Metres) Houses: Existing Land Use: Vegetation Indicators: Groundwater Flow Direction: Ground Condition: Site Boundaries: Roads: Outcrops (Bedrock And/Or Subsoil): Surface Water Ponding: Lakes: Beaches/Shellﬁsh: Areas/Wetlands: Karst Features: Watercourse/Stream*: Drainage Ditches*: Springs / Wells*: Comments: (Integrate the information above in order to comment on: the potential suitability of the site, potential targets at risk, the suitability of the site to treat the wastewater and the location of the proposed system within the site). *Note and record water level THE PROPOSED WASTE WATER TREATMENT SYSTEM SHALL BE LOCATED ROLLING GRASS LAND ✔ THERE ARE TWO HOUSES ONE IS 50M THE OTHER IS 195M FROM THE PROPOSED TREATMENT SYSTEM AGRICULTURAL GRAZING LAND GRASSLAND WEST FIRM UNDER FOOT HEDGES AND OPEN BOUNDARIES THE PUBLIC ROAD IS TO EASTERN BOUNDARY NONE EVIDENT NONE EVIDENT NONE EVIDENT NONE EVIDENT NONE EVIDENT NONE EVIDENT NONE EVIDENT NONE EVIDENT NONE EVIDENT AREAS OF CONCERN 1 THE NEIGHBOURING HOUSES THE ABOVE CONCERNS ARE WITH IN THE GUIDE LINES SET OUT BY THE EPA THEREFORE THIS SITE IS POTENTIALLY SUITABLE FOR WASTE WATER TREATMENT. REC E I V E D : 1 2 / 0 9 / 2 0 2 6 3.2 Trial Hole (should be a minimum of 2.1m deep (3m for regionally important aquifers)) Depth of trial hole (m): Depth from ground surface Depth from ground surface to bedrock (m) (if present): to water table (m) (if present): Depth of water ingress: Rock type (if present): Date and time of excavation: Date and time of examination: Depth Soil/Subsoil Plasticity and Soil Density/ Colour**** Preferential of P/T Texture & dilatancy*** Structure Compactness ﬂowpaths Test* Classiﬁcation** 0.1 m 0.2 m 0.3 m 0.4 m 0.5 m 0.6 m 0.7 m 0.8 m 0.9 m 1.0 m 1.1 m 1.2 m 1.3 m 1.4 m 1.5 m 1.6 m 1.7 m 1.8 m 1.9 m 2.0 m 2.1 m 2.2 m 2.3 m 2.4 m 2.5 m 2.6 m 2.7 m 2.8 m 2.9 m 3.0 m Likely T value: Note: *Depth of percolation test holes should be indicated on log above. (Enter P or T at depts 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. 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. 2.10 15/08/2026 04:20 20/08/2026 16:14 T TOPSOIL CLAY GRAVEL WITH COBBLES & BOULDERS THROUGHOUT _________________ N|a N\a ________________ BASE CRUMB STRUCTUREL ESS ____________ OF SOFT FIRM ____________________ TRIAL DARK BROWN BROWN ____________ HOLE THROUGH ROOTS N|a ____________________ 20.00 REC E I V E D : 1 2 / 0 9 / 2 0 2 6 3.3(a) Percolation (“T”) Test for Deep Subsoils and/or Water Table Step 1: Test Hole Preparation Percolation Test Hole 1 2 3 Depth from ground surface to top of hole (mm) (A) Depth from ground surface to base of hole (mm) (B) Depth of hole (mm) [B - A] Dimensions of hole [length x breadth (mm)] Step 2: Pre-Soaking Test Holes Date and Time pre-soaking started Each hole should be pre-soaked twice before the test is carried out. Each hole should be empty before reﬁlling. Step 3: Measuring T100 Percolation Test Hole No. 1 2 3 Date of test Time ﬁlled to 400 mm Time water level at 300 mm Time to drop 100 mm (T100 ) Average T100 If T100 > 300 minutes then T-value >90 – site unsuitable for discharge to ground If T100 ≤ 210 minutes then go to Step 4; If T100 > 210 minutes then go to Step 5; x x x 3.2 Trial Hole (contd.) Evaluation: THIS SITE APPEARS TO BE SUITABLE. WHERE DOMESTIC WATER SUPPLIES ARE LOCATED NEARBY, PARTICULAR ATTENTION SHOULD BE GIVEN TO THE DEPTH OF SUBSOIL OVER BEDROCK SUCH THAT THE MINIMUM DEPTHS REQUIRED IN SECTION 6 ARE MET AND THAT THE LIKELIHOOD OF MICROBIAL POLLUTION IS MINIMISED. FROM ANALYSIS OF THE TRIAL HOLE AND THE SOIL LAYERS A T VALUE OF 10-30 WOULD BE EXPECTED. FURTHER INVESTIGATION TO BE CARRIED OUT WITH PERCOLATION TESTS. 400 400 400 800 800 800 400 400 400 300 300 300 300 300 300 19/08/2026 17:05 19/08/2026 17:08 19/08/2026 17:11 20/08/2026 20/08/2026 20/08/2026 16:14 16:14 16:15 16:30 16:33 16:36 16.00 19.00 21.00 18.67 REC E I V E D : 1 2 / 0 9 / 2 0 2 6 Step 5: Modiﬁed Method (where T100 > 210 minutes) Percolation Test Hole No. 1 2 3 Fall of water Time Time Kfs T – Time Time Kfs T – Time Time Kfs T – in hole (mm) Factor of fall = Tf Value Factor of fall = Tf Value Factor of fall = Tf Value = Tf (mins) / Tm = 4.45 = Tf (mins) / Tm = 4.45 = Tf (mins) / Tm = 4.45 = Tm / Kfs = Tm / Kfs = Tm / Kfs 300 - 250 8.1 8.1 8.1 250 - 200 9.7 9.7 9.7 200 - 150 11.9 11.9 11.9 150 - 100 14.1 14.1 14.1 Average T- Value T- Value Hole 1= (t1) T- Value Hole 1= (t2) T- Value Hole 1= (t3) Result of Test: T = (min/25 mm) Comments: Step 4: Standard Method (where T100 ≤ 210 minutes) Percolation Test Hole 1 2 3 Fill no. Start Finish ∆t (min) Start Finish ∆t (min) Start Finish ∆t (min) Time Time Time Time Time Time (at 300 (at 200 (at 300 (at 200 (at 300 (at 200 mm) mm) mm) mm) mm) mm) 1 2 3 Average ∆t Value Average ∆t/4 = Average ∆t/4 = Average ∆t/4 = [Hole No.1] (t1) [Hole No.2] (t2) [Hole No.3] (t3) Result of Test: T = (min/25 mm) Comments: 16:30 16:47 17.00 16:33 17:07 34.00 16:36 17:11 35.00 16:47 17:16 29.00 17:07 17:47 40.00 17:11 17:56 45.00 17:16 17:54 38.00 17:47 18:31 44.00 17:56 18:47 51.00 28.00 39.33 43.67 7.00 9.83 10.92 9.25 THE T VALUE RESULT IS WITH IN ACCEPTABLE LIMITS FOR WASTE WATER TREATMENT. 0.00 0.00 0.00 0.00 REC E I V E D : 1 2 / 0 9 / 2 0 2 6 3.3(b) Percolation (“P”) Test for Shallow Soil / Subsoils and/or Water Table Step 1: Test Hole Preparation Percolation Test Hole 1 2 3 Depth from ground surface to top of hole (mm) Depth from ground surface to base of hole (mm) Depth of hole (mm) Dimensions of hole [length x breadth (mm)] Step 2: Pre-Soaking Test Holes Date and Time pre-soaking started Each hole should be pre-soaked twice before the test is carried out. Each hole should be empty before reﬁlling. Step 3: Measuring P100 Percolation Test Hole No. 1 2 3 Date of test Time ﬁlled to 400 mm Time water level at 300 mm Time to drop 100 mm (P100 ) Average P100 If P100 > 300 minutes then P-value >90 – site unsuitable for discharge to ground If P100 ≤ 210 minutes then go to Step 4; If P100 > 210 minutes then go to Step 5; x x x 0 0 0 0 0 0 300 300 300 300 300 300 0.00 0.00 0.00 0.00 REC E I V E D : 1 2 / 0 9 / 2 0 2 6 Step 4: Standard Method (where P100 ≤ 210 minutes) Percolation Test Hole 1 2 3 Fill no. Start Finish ∆p (min) Start Finish ∆p (min) Start Finish ∆p (min) Time Time Time Time Time Time (at 300 (at 200 (at 300 (at 200 (at 300 (at 200 mm) mm) mm) mm) mm) mm) 1 2 3 Average ∆p Value Average ∆p/4 = Average ∆p/4 = Average ∆p/4 = [Hole No.1] (p1 ) [Hole No.2] (p2 ) [Hole No.3] (p3 ) Result of Test: P = (min/25 mm) Comments: Step 5: Modiﬁed Method (where P100 > 210 minutes) Percolation Test Hole No. 1 2 3 Fall of water Time Time Kfs P – Time Time Kfs P – Time Time Kfs P – in hole (mm) Factor of fall = Tf Value Factor of fall = Tf Value Factor of fall = Tf Value = Tf (mins) / Tm = 4.45 = Tf (mins) / Tm = 4.45 = Tf (mins) / Tm = 4.45 = Tm / Kfs = Tm / Kfs = Tm / Kfs 300 - 250 8.1 8.1 8.1 250 - 200 9.7 9.7 9.7 200 - 150 11.9 11.9 11.9 150 - 100 14.1 14.1 14.1 Average P- Value P- Value Hole 1= (p1 ) P- Value Hole 1= (p2 ) P- Value Hole 1= (p3 ) Result of Test: P = (min/25 mm) Comments: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 REC E I V E D : 1 2 / 0 9 / 2 0 2 6 3.4 The following associated Maps, Drawings and Photographs should be appended to this site characterisation form. 1 The calculated percolation area or polishing ﬁlter area should be set out accurately on the site layout drawing in accordance with the code of practice’s requirements. 1. Discovery Series 1:50,000 Map indicating overall drainage, groundwater ﬂow direction and housing density in the area. 2. Supporting maps for vulnerability, aquifer classiﬁcation, soil, bedrock. 3. North point should always be included. 4. (a) Sketch of site showing measurements to Trial Hole location and (b) Percolation Test Hole locations, (c) wells and (d) direction of groundwater ﬂow (if known), (e) proposed house (incl. distances from boundaries) (f) adjacent houses, (g) watercourses, (h) signiﬁcant sites (i) and other relevant features. 5. Cross sectional drawing of the site and the proposed layout1 should be submitted. 6. Photographs of the trial hole, test holes and site (date and time referenced). REC E I V E D : 1 2 / 0 9 / 2 0 2 6 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. Not Suitable for Development Suitable for 1 Discharge Route 1. Septic tank system (septic tank and percolation area) 2. Secondary Treatment System a. septic tank and ﬁlter system constructed on-site and polishing ﬁlter; or b. packaged wastewater treatment system and polishing ﬁlter 4.0 CONCLUSION of SITE CHARACTERISATION 5.0 RECOMMENDATION Propose to install: and discharge to: Trench Invert level (m): Site Speciﬁc Conditions (e.g. special works, site improvement works testing etc. 1 note: more than one option may be suitable for a site and this should be recorded 2 A 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 2.6.2. Yes Yes Yes Discharge to Ground Water Packaged wastewater treatment system and polishing filter Ground Water 0.60 WE PROPOSE TO INSTALL A BIOFICIENT 6PE WASTE WATER TREATMENT UNIT FOLLOWED BY A DISTRIBUTION BOX TO PERCOLATION AREA WITH 40 LINEAR METERS OF PERCOLATION DRAINS. SEE ATTACHED DRAWINGS REC E I V E D : 1 2 / 0 9 / 2 0 2 6 SYSTEM TYPE: Septic Tank System Tank Capacity (m3) Percolation Area Mounded Percolation Area No. of Trenches No. of Trenches Length of Trenches (m) Length of Trenches (m) Invert Level (m) Invert Level (m) SYSTEM TYPE: Secondary Treatment System Filter Systems Package Treatment Systems Media Type Area (m2)* Depth of Filter Invert Level Type Sand/Soil Soil Capacity PE Constructed Wetland Sizing of Primary Compartment Other m3 SYSTEM TYPE: Tertiary Treatment System Polishing Filter: Surface Area (m2)* or Gravity Fed: Package Treatment System: Capacity (pe) Constructed Wetland: Surface Area (m2)* DISCHARGE ROUTE: Groundwater Hydraulic Loading Rate * (l/m2.d) Surface Water ** Discharge Rate (m3/hr) TREATMENT STANDARDS: Treatment System Performance Standard (mg/l) BOD SS NH4 - N Total N Total P QUALITY ASSURANCE: Installation & Commissioning On-going Maintenance 6.0 TREATMENT SYSTEM DETAILS * Hydraulic loading rate is determined by the percolation rate of subsoil ** Water Pollution Act discharge licence required No. of Trenches Length of Trenches (m) Invert Level (m) BIOFICIENT 6PE TREATMENT UNIT 6.00 4 10.00 0.60 6.00 ✔ 300-500 8.00 12.00 13.00 5.00 2.00 THE INSTALLATION SHALL BE SUPERVISED AND CERTIFIED BY A QUALITY SITE SUITABLITY ASSESSOR AN ANNUAL MAINTENACE AGREEMENT SHALL BE ENACTED REC E I V E D : 1 2 / 0 9 / 2 0 2 6 #OMPANY 0RElXåå &IRSTå.AMEå 3URNAMEå !DDRESS 1UALIlCATIONS%XPERIENCEå å $ATEåOFå2EPORT 0HONEå å&AXå E MAIL )NDEMNITYå)NSURANCEå.UMBERå 3IGNATUREåååå???????????????????????????????????????? ¬¬¬3)4%¬!33%33/2¬$%4!),3 ECC DESIGN & ENGINEERING LTD. Mr.JOHN MCGOEY JENKINSTOWN BUSINESS PARK JENKINSTOWN DUNDALK CO. LOUTH CENG BENG MIEI 10/09/2026 087 6009881 E301688001PM REC E I V E D : 1 2 / 0 9 / 2 0 2 6 N SSiittee LLooccaattioonn Groundwater Flow Direction REC E I V E D : 1 2 / 0 9 / 2 0 2 6 Geological Survey Ireland © Tailte Éireann | Tailte Éireann | Geological Survey Ireland | Teagasc, EPA & GSI | Environmental Protection Agency | This m ap and its data m ay not be used or r eproduc ed fo r comm er cial purposes without the prior written per mission of Copyright holders . This m ap is a user generated static output from an Inter net mapping s ite and is for general referenc e only. Data layers that appear on this m ap m ay or m ay not be a cc ur ate, current, or otherwise r eliable. µ M ap C e nt r e C o or di n at es ( I T M ) 6 91 ,0 54 8 10 , 46 1 IE_GSI_Sand_and_Gra... Regionally important gravel aquifer Locally important gravel aquifer IE_GSI_Aquifer_G... IE_GSI_Bedrock_Aquif... 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 Ll - Locally Important Aquifer - Bedrock which is Moderately Productive only in Local Zones Pl - Poor Aquifer - Bedrock which is Generally Unproductive except for Local Zones Pu - Poor Aquifer - Bedrock which is Generally Unproductive Lake Unclassified Aquifer Legend An Roin Com hshaoil, Aeráide agus Cumarsáide Departm ent pf the Environment, Cli mate and Communicati ons Snaps hot Date: Septem ber 12, 2026 Tail te E ireann © Tai lte Ei reann Ordnance /Government of Ireland © Geological Survey Ireland/Governm ent of Ireland REC E I V E D : 1 2 / 0 9 / 2 0 2 6 Geological Survey Ireland © Tailte Éireann | Tailte Éireann | Geological Survey Ireland | Teagasc, EPA & GSI | Environmental Protection Agency | This m ap and its data m ay not be used or r eproduc ed fo r comm er cial purposes without the prior written per mission of Copyright holders . This m ap is a user generated static output from an Inter net mapping s ite and is for general referenc e only. Data layers that appear on this m ap m ay or m ay not be a cc ur ate, current, or otherwise r eliable. µ M ap C e nt r e C o or di n at es ( I T M ) 6 91 ,0 54 8 10 , 46 1 IE_GSI_Karst_Landforms... Borehole Cave Dry Valley Enclosed Depression Estavelle Spring Superficial Solution Feature Swallow Hole Turlough Traced Underground Connections IE_GSI_Structural_Sym... Dip of bedding or 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 Bedrock Legend An Roin Com hshaoil, Aeráide agus Cumarsáide Departm ent pf the Environment, Cli mate and Communicati ons Snaps hot Date: Septem ber 12, 2026 Tail te E ireann © Tai lte Ei reann Ordnance /Government of Ireland © Geological Survey Ireland/Governm ent of Ireland REC E I V E D : 1 2 / 0 9 / 2 0 2 6 Geological Survey Ireland © Tailte Éireann | Tailte Éireann | Geological Survey Ireland | Teagasc, EPA & GSI | Environmental Protection Agency | This m ap and its data m ay not be used or r eproduc ed fo r comm er cial purposes without the prior written per mission of Copyright holders . This m ap is a user generated static output from an Inter net mapping s ite and is for general referenc e only. Data layers that appear on this m ap m ay or m ay not be a cc ur ate, current, or otherwise r eliable. µ M ap C e nt r e C o or di n at es ( I T M ) 6 91 ,0 54 8 10 , 46 1 IE_GSI_Groundwater_P... GWPS report published Other reports published No reports published Groundwater Protection Legend An Roin Com hshaoil, Aeráide agus Cumarsáide Departm ent pf the Environment, Cli mate and Communicati ons Snaps hot Date: Septem ber 12, 2026 Tail te E ireann © Tai lte Ei reann Ordnance /Government of Ireland © Geological Survey Ireland/Governm ent of Ireland REC E I V E D : 1 2 / 0 9 / 2 0 2 6 Geological Survey Ireland © Tailte Éireann | Tailte Éireann | Geological Survey Ireland | Teagasc, EPA & GSI | Environmental Protection Agency | This m ap and its data m ay not be used or r eproduc ed fo r comm er cial purposes without the prior written per mission of Copyright holders . This m ap is a user generated static output from an Inter net mapping s ite and is for general referenc e only. Data layers that appear on this m ap m ay or m ay not be a cc ur ate, current, or otherwise r eliable. µ M ap C e nt r e C o or di n at es ( I T M ) 6 91 ,0 54 8 10 , 46 1 IE_GSI_Groundw... >2000 mm 1401-2000 mm 1001-1400 mm 901-1000 mm 801-900 mm 701-800 mm 601-700 mm 551-600 mm 501-550 mm 451-500 mm 401-450 mm 351-400 mm 301-350 mm 251-300 mm 201-250 mm 151-200 mm 101-150 mm 51-100 mm 1-50 mm 0 mm Groundwater Recharge Legend An Roin Com hshaoil, Aeráide agus Cumarsáide Departm ent pf the Environment, Cli mate and Communicati ons Snaps hot Date: Septem ber 12, 2026 Tail te E ireann © Tai lte Ei reann Ordnance /Government of Ireland © Geological Survey Ireland/Governm ent of Ireland REC E I V E D : 1 2 / 0 9 / 2 0 2 6 Geological Survey Ireland © Tailte Éireann | Tailte Éireann | Geological Survey Ireland | Teagasc, EPA & GSI | Environmental Protection Agency | This m ap and its data m ay not be used or r eproduc ed fo r comm er cial purposes without the prior written per mission of Copyright holders . This m ap is a user generated static output from an Inter net mapping s ite and is for general referenc e only. Data layers that appear on this m ap m ay or m ay not be a cc ur ate, current, or otherwise r eliable. µ M ap C e nt r e C o or di n at es ( I T M ) 6 91 ,0 54 8 10 , 46 1 IE_GSI_Karst_Landforms... Borehole Cave Dry Valley Enclosed Depression Estavelle Spring Superficial Solution Feature Swallow Hole Turlough Traced Underground Connections Karst Legend An Roin Com hshaoil, Aeráide agus Cumarsáide Departm ent pf the Environment, Cli mate and Communicati ons Snaps hot Date: Septem ber 12, 2026 Tail te E ireann © Tai lte Ei reann Ordnance /Government of Ireland © Geological Survey Ireland/Governm ent of Ireland REC E I V E D : 1 2 / 0 9 / 2 0 2 6 Geological Survey Ireland © Tailte Éireann | Tailte Éireann | Geological Survey Ireland | Teagasc, EPA & GSI | Environmental Protection Agency | This m ap and its data m ay not be used or r eproduc ed fo r comm er cial purposes without the prior written per mission of Copyright holders . This m ap is a user generated static output from an Inter net mapping s ite and is for general referenc e only. Data layers that appear on this m ap m ay or m ay not be a cc ur ate, current, or otherwise r eliable. µ M ap C e nt r e C o or di n at es ( I T M ) 6 91 ,0 54 8 10 , 46 1 IE_GSI_Groundwater_V... Rock at or near Surface or Karst Extreme High Moderate Low Water Vulnerability Legend An Roin Com hshaoil, Aeráide agus Cumarsáide Departm ent pf the Environment, Cli mate and Communicati ons Snaps hot Date: Septem ber 12, 2026 Tail te E ireann © Tai lte Ei reann Ordnance /Government of Ireland © Geological Survey Ireland/Governm ent of Ireland REC E I V E D : 1 2 / 0 9 / 2 0 2 6 Geological Survey Ireland © Tailte Éireann | Tailte Éireann | Geological Survey Ireland | Teagasc, EPA & GSI | Environmental Protection Agency | This m ap and its data m ay not be used or r eproduc ed fo r comm er cial purposes without the prior written per mission of Copyright holders . This m ap is a user generated static output from an Inter net mapping s ite and is for general referenc e only. Data layers that appear on this m ap m ay or m ay not be a cc ur ate, current, or otherwise r eliable. µ M ap C e nt r e C o or di n at es ( I T M ) 6 91 ,0 54 8 10 , 46 1 Groundwater Wells and Springs - circle size is location accuracy Wells & Springs Legend An Roin Com hshaoil, Aeráide agus Cumarsáide Departm ent pf the Environment, Cli mate and Communicati ons Snaps hot Date: Septem ber 12, 2026 Tail te E ireann © Tai lte Ei reann Ordnance /Government of Ireland © Geological Survey Ireland/Governm ent of Ireland REC E I V E D : 1 2 / 0 9 / 2 0 2 6 REC E I V E D : 1 2 / 0 9 / 2 0 2 6 REC E I V E D : 1 2 / 0 9 / 2 0 2 6 REC E I V E D : 1 2 / 0 9 / 2 0 2 6 REC E I V E D : 1 2 / 0 9 / 2 0 2 6 REC E I V E D : 1 2 / 0 9 / 2 0 2 6 REC E I V E D : 1 2 / 0 9 / 2 0 2 6 REC E I V E D : 1 2 / 0 9 / 2 0 2 6 BIOFICIENT TREATMENT PLANT AND PERCOLATION AREA CROSS SECTION SHOWING PROPOSED KLARGESTER BIOFICIENT 1 TREATMENT PLANT KLARGESTER EFFLUENT GROUND LEVEL PROPOSED VENTPERCOLATION AREA EXISTING GROUND LEVEL INFLUENT GROUND LEVEL 40 0 [ 1 ' - 4 " ] Proposed Distribution Box PROPOSED 36.0m OF PERCOLATION PIPING LAID AT FALL OF 1 : 200. LENGTH OF EACH PIPE 9.0m. INFLUENT A Distribution Box & 110mm Pipe A 2.4m 2.0m Tr e n c h W i d t h 40 0 m m PROPOSED 36m OF PERCOLATION PIPING LAID AT FALL OF 1 : 200. LENGTH OF EACH PIPE 9.0m. PROPOSED POLISHING FILTER - 45m² MINIMUM PROPOSED VENT 2. 4 m 2. 0 m TREATMENT PLANT AND PERCOLATION AREA PLAN SHOWING PROPOSED BIOFICIENT PROPOSED VENT Tr e n c h W i d t h 40 0 m m BIOFICIENT 1 TREATMENT PLANT KLARGESTER ByDateRev.Description Jenkinstown Business Park Jenkinstown, Dundalk, Co. Louth Tel: 042 9380285 Fax: 042 9383000 Mobile: 087 6009881 info@eccgroup.ie GQ - 001Drawing No. Revision COLM HOLMES Drawn By: NTS SEPT 2026 Date Scales PERCOLATION AREA Title DWELLING HOUSE Project Client KEENOGE, INNISKEEN, CO. MONAGHAN GERARD QUIGLEY REC E I V E D : 1 2 / 0 9 / 2 0 2 6 SL O P E BR E A K S / CU T S 4M 4M EA C H P E R C O L A T I O N L A N D D R A I N S H A L L BE S P A C E D A T 2 . 5 M C E N T R E S , 5 0 0 M M WI D E A N D A M I N I M U M O F 5 5 0 M M D E E P AN D E N D S T O P S S H A L L B E U S E D A T T H E EN D O F E A C H P E R C O L A T I O N P I P E R U N TO P R E V E N T T H R O U G H - F L O W . T H E E N D S OF T H E P I P E S S H O U L D B E V E N T E D . MI N I M U M S E P A R A T I O N D I S T A N C E S S H A L L BE A D H E R E D T O A S P E R T A B L E B E L O W . SI T E BO U N D A R Y RO A D L A K E A N Y DW E L L I N G 3M 3M 4M 4M 50 M 1 0 M 50 M 7M 30 M 10 M 10 M 10 M TY P E O F S Y S T E M IN S I T U IN T E R M I T T E N T FI L T E R S ; PE R C O L A T I O N AR E A ; P O L I S H I N G FI L T E R S SE P T I C T A N K ; PR E F A B R I C A T E D IN T E R M I T T E N T FI L T E R S ; ME C H A N I C A L AE R A T I O N SY S T E M S . WA T E R C O U R S E / ST R E A M WE L L S / SP R I N G S UN S A T U R A T E D SU I T A B L E SO I L GE O T E X T I L E BA S E O F T H E PE R C O L A T I O N TR E N C H DI S T R I B U T I O N PI P E 1200mm 800mm 300150100300 GR A V E L TO P S O I L GR A V E L GR A V E L ME A S U R M E N T S IN M M GR O U N D LE V E L By Da t e Re v . De s c r i p t i o n Je n k i n s t o w n B u s i n e s s P a r k Je n k i n s t o w n , Du n d a l k , Co . L o u t h Te l : 0 4 2 9 3 8 0 2 8 5 Fa x : 0 4 2 9 3 8 3 0 0 0 Mo b i l e : 0 8 7 6 0 0 9 8 8 1 in f o @ e c c g r o u p . i e GQ - 0 0 2 Dr a w i n g N o . Re v i s i o n CO L M H O L M E S Dr a w n B y : NT S SE P T 2 0 2 6 Da t e Sc a l e s PE R C O L A T I O N A R E A KE E N O G E , I N N I S K E E N , C O . M O N A G H A N Ti t l e DW E L L I N G H O U S E Pr o j e c t Cl i e n t AL L W O R K S T O B E C A R R I E D WI T H C U R R E N T B U I L D I N G OU T S T R I C T L Y I N A C C O R D A N C E RE G U L A T I O N S & C U R R E N T E P A GU I D E L I N E S . GE R A R D Q U I G L E Y REC E I V E D : 1 2 / 0 9 / 2 0 2 6 GS P u b l i s h e r V e r s i o n 5 . 4 4 . 8 1 . 1 0 0 AS S H O W N T O A 3 S I Z E Pe r m i s s i o n f o r a t w o s t o r e y d w e l l i n g ho u s e , a d o m e s t i c g a r a g e , a w a s t e w a t e r tr e a t m e n t s y s t e m , a n e w s i t e e n t r a n c e a n d al l a s s o c i a t e d s i t e d e v e l o p m e n t w o r k s a t Ke e n o g e , I n n i s k e e n , C o . M o n a g h a n . Si t e L a y o u t Ge r a r d Q u i g l e y & C l a i r e K i e r a n GQ - 0 2 02 / 0 9 / 2 0 2 6 Dr a w i n g T i t l e : Jo b T i t l e : Da v i d M c G a h o n Ki l t y b e g s , Ca r r i c k m a c r o s s , Co . M o n a g h a n . Te l . N o . 0 8 7 9 3 6 0 1 7 7 Da t e : Dr a w i n g N o : Cl i e n t : Sc a l e : X X Y Y 79 . 4 2 4 80 . 1 3 0 79 . 6 4 9 79 . 6 1 7 79 . 7 4 1 80 . 3 4 7 79 . 3 7 7 79 . 7 8 4 79 . 7 3 4 79 . 0 1 4 64.865 80 . 2 1 1 80 . 2 3 5 80 . 0 1 0 41. 174 65.125 40. 992 35. 0 0 0 35 . 0 0 0 12.309 10.159 18.514 23. 207 34.794 9.434 3.900 20.469 18.67 6 3.023 20.105 24. 699 so a k p i t pu m p MH 1 in 2 0 0 slo p e 4 5 6 1 2 3 7 so a k p i t so a k p i t RO A D ED G E RO AD E D G E Lo o s e g r a v e l dr i v e w a y Lo o s e g r a v e l dr i v e w a y Re a r G a r d e n (AG R I . FIELDACC E S S ) (RIGHT OF WAY ) (SHADED YELLO W ) Pr o p o s e d U p - g r a d i e n t b o r e d w e l l (A p p r o x . 2 0 0 f t d e e p ) RO A D EDG E SHE D OLD BUILDING To Dru m b o a t Lowe r Cul-d e - s a c Pro posed Dw ellin g FFL 64. 30Prop o s e d Gara g e FFL 64.2 0 Pr o p o s e d 1 . 4 m t i m b e r p o s t a n d r a i l fe n c e b a c k p l a n t e d w i t h t r e e s o f sp e c i e s n a t i v e t o t h e a r e a . ( O a k , A s h , Be e c h , B i r c h , S y c a m o r e , H o l l y ) Se p t i c T a n k s A n d P e r c o l a t i o n Ar e a s t o C o m p l y i n F u l l W i t h Cr i t e r i a s e t d o w n i n E P A 2 0 1 0 Si t e o u t l i n e d i n r e d Lo c a t i o n o f pu b l i c n o t i c e 1 Pr o p o s e d n e w Up - g r a d i e n t w e l l Pr o p o s e d n e w e n t r a n c e t o s i t e Si g h t l i n e s o f 3 5 m x 2 . 4 x 1 . 0 5 t o b e ac h i e v e d w h e n e n t e r i n g a n d le a v i n g s i t e N Si t e L a y o u t 1 : 5 0 0 No r w a y M a p l e (A c e r p l a t a n o i d e s ) Se e a l s o i t e m i s e d a n d c o s t e d l a n d s c a p i n g p l a n f o r t h e s i t e , w hi c h w a s p r e p a r e d b y a su i t a b l y q u a l i f i e d l a n d s c a p e r . Bi r c h (B e t u l a p u b s e n s ) Mo u n t a i n A s h (S o r b u s ) Be e c h (F a g u s s t y l v a t i c a ) Oa k (Q u e r c u s ) Sy c a m o r e (A c e r p s e u d o p l a t a n u s ) Al d e r (A l n u s ) Fi e l d M a p l e (A c e r c o m p r e s t u ) Cr a b A p p l e (M a l u s ) 4 - 4 1/2 4 - 4 1/2 4 - 4 1/2 4 - 4 1/2 4 - 4 1/2 4 - 4 1/2 4 - 4 1/2 4 - 4 1/2 3 - 3 1/2 5 - 5 1/2 4 - 4 1/2 4 - 4 1/2 4 5 5 4 - 5 4 - 5 4 - 5 7 - 8 6+ 6 - 6 1/2 61/2 - 7 61/2 - 7 7 7 6 - 8 4 - 5 3 3 3 3 3 3 3 3 3 Tr e e N a m e He i g h t a t pl a n t i n g ( m ) He i g h t i n 5 ye a r s ( m ) He i g h t i n 1 0 ye a r s ( m ) Qu a n t i t y KE Y T O S H R U B P L A N T I N G A M I X E D V A R I E T Y O F T H E S E S H A L L B E P L A N T E D I N E A C H O F T H E NU M B E R E D B E D S : Au c u b a J a p o n i c a - L a u r e l l i k e S h r u b Ch a e n o m e l e s - C y d o n i a IL E X - C o m m o n H o l l y La u r e l - L e a f y S h r u b Co r p i n u s - T r e e l i k e S h r u b Wh i t e t h o r n - T h o r n y S h r u b Pr i v i t - ' F l o w e r y s h r u b ' Ph o r m i u m - ' Y e l l o w W a v e ' NO T E : TH E S E C A N B E P L A N T E D I N G R O U P S O F 3 I N G A R D E N S ( T R I A N G U L A R ST Y L E ) T H E T R E E S M E N T I O N E D A B O V E W I L L P R O V I D E V I S U A L I M P A C T TH R O U G H T H E S E A S O N S . SI T E A R E A I S 0. 2 6 7 h a / 0 . 6 5 9 A c Ex i s t i n g m a t u r e t r e e s EN C L O S E D I S A C O M P R E H E N S I V E L A N D S C A P I N G P L A N F O R T H E E N T I R E SI T E PL A N T I N G T O S T A R T I N T H E F I R S T P L A N T I N G S E A S O N F O L L OW I N G CO M M E N C E M E N T O F B U I L D I N G , T O B E F U L L Y C O M P L E T E D O V E R A 2 4 - 3 0 MO N T H T I M E S C A L E A N D AL L P L A N T I N G T O B E O F S P E C I E S N A T I V E T O T H E A R E A . Me c h a n i c a l A e r a t i o n S y s t e m 4 T r i a l H o l e "T " T e s t H o l e 1 "T " T e s t H o l e 2 5 6 Pe r c o l a t i o n L e g e n d Su m p / P u m p Pe r c o l a t i o n A r e a 1 2 3 "T " T e s t H o l e 3 7 No t e : - T h e s e d r a w i n g s a r e p l a n n i n g a p p l i c a t i o n d r a w i n g s on l y . AL L L E V E L S A R E A P P R O X I M A T E = E x i s t i n g l e v e l s No t e : A l l l e v e l s t a k e n a r e a p p r o x i m a t e o n l y ± 1 5 0 m m NO T E : It s h o u l d b e n o t e d t h a t t h i s i s a p l a n n i n g d r a w i n g o n l y an d t h e r e f o r e i s l i m i t e d i n i t s c a p a c i t y t o c o n v e y t h e to t a l i n f o r m a t i o n , d e t a i l s a n d s p e c i f i c a t i o n n e c e s s a r y to c o m p l e t e t h e w o r k s . A n y w o r k c a r r i e d o u t w h i c h i s no t c o v e r e d h e r e w i l l b e t h e r e s p o n s i b i l i t y o f t h e pe r s o n c a r r y i n g i t o u t . A s t h e s e d r a w i n g s a r e p r e p a r e d as p l a n n i n g d r a w i n g s o n l y , i t i s s t r o n g l y r e c o m m e n d e d th a t b e f o r e a n y w o r k c o m m e n c e s , t h e S u r v e y o r b e co n s u l t e d , i n o r d e r t h a t f u l l w o r k i n g d r a w i n g s , d e t a i l s an d s p e c i f i c a t i o n s b e p r e p a r e d . O. S . I . L I C E N C E N O . A R 0 1 1 9 6 2 6 O. s . S h e e t N o . 1 5 6 0 10 0 . 0 0 0 REC E I V E D : 1 2 / 0 9 / 2 0 2 6 PHOTOS OF GERARD QUIGLEY SITE AT KEENOGE, INNISKEEN, CO. MONAGHAN, DATED 20-08-26 HOLE LOCATIONS THE BOUNDARIES AND THE GRAZING LAND REC E I V E D : 1 2 / 0 9 / 2 0 2 6 THE BOUNDARIES AND THE GRAZING LAND THE BOUNDARIES AND THE GRAZING LAND REC E I V E D : 1 2 / 0 9 / 2 0 2 6 TRIAL HOLE REC E I V E D : 1 2 / 0 9 / 2 0 2 6 T TEST HOLE 1 T TEST HOLE 2 REC E I V E D : 1 2 / 0 9 / 2 0 2 6 T TEST HOLE 3 REC E I V E D : 1 2 / 0 9 / 2 0 2 6