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Home My WebLink About2662 - Other AssessmentsTricel Site Recommendation Report Tricel Novo Package Plant and Pumped Soil Polishing filter (Percolation Area) Date Report No: Client Name Site Location & Townland 01/05/2026 TSA MN 19552 Martin Burns Corlea, CMX, Monaghan TRICEL 07 JUL 2026 Thank you for choosing Tricel for your wastewater treatment requirements, 1is report contains the information for your site and is based on a population of 5 and a subsurface/sFr ce v u� e -o tietwee Based on the information provided to us and using SR66 and the EPA Code of Practice: Wastewater Treatment and Disposal Systems Serving Single Houses (p.e. ≤ 10), the appropriate solution for treating wastewater on your site is a Tricel Novo Package Plant and Pumped Soil Polishing filter (Percolation Area). Typical layout of a Tricel Novo Package Plant and Pumped Soil Polishing filter (Percolation Area): PLANNING DES"?A1 TiUiEk`1 FEF.NCB. Pr °26/62 N t ''4 3luq[Mnt« 'rleei vivo �Yx��sla li Sl,0r P :1�?"tYa 4 CO. COUNCIL IL Note: In the above named site, a substitute wastewater treatment system may not be put in place of the following recommendation. This recommendation only applies to the above named site based on the information supplied to Tricel. A Site Characterisation Form should accompany this report. Tricel cannot be responsible for misinformation due to misleading information being received by us from clients. Tricel (Killarney) Unlimited Company trading as Tricel, Ballyspillane Ind Est, Killarney, Co.Kerry, V93 X253 Tel: +353 64 6632421, Fax: +353 64 6632777 Email:sales@tricel.ie Web: www.tricel,ie Page: 1 Tricel Site Recommendation Report Tricel Novo Package Plant and Pumped Soil Polishing filter (Percolation Area) TICEM.. Section 1: Information on the Novo Package Plant • Manufacturers report and sizing of the Tricel Novo Package Plant. • Drawings of the Novo Package Plant. • Pump selection and technical data • Certification of the selected Novo Package Plant. • Brochure on the Novo Package Plant. • Optional Novo maintenance agreement. For your site, we recommend a Novo IRL6+ wastewater treatment plant which is designed to treat a maximum of 900 litres of wastewater per day. The Tricel Novo range of wastewater treatment plants is fully in conformance with EN12566-3 and complies with SR66. The Novo IRL6+ has a capacity of 4000 litres, of which 2400 are in the primary chamber, this ensures a long desludging interval. This solution contains a Tricel 75 pump based on an the Length of Rising Main 20 metres and Difference in Height of Rising Main 3 metres. A 38mm compression is supplied for connection to a rising main of 38mm internal bore pipework. Details and pump specifications are contained in Section 1. Tricel (Killarney) Unlimited Company trading as Tricel, Ballyspillane Ind Est, Killarney, Co.Kerry, V93 X253 Tel: +353 64 6632421. Fax: +353 64 6632777 Email:sales@tricel.ie Web: www.tricel.ie Page: 2 Tricel Site Recommendation Report Tricel Novo Package Plant and Pumped Soil Polishing filter (Percolation Area) T;ZICEL Section 1 Tricel (Killarney) Unlimited Company trading as Tricel, Ballyspillane Ind Est, Killarney, Co.Kerry, V93 X253 Tel: +353 64 6632421. Fax: +353 64 6632777 Email:sales@tricel.ie Web: www.tricel.ie Page: 3 Tricel Site Recommendation Report Tricel Novo Package Plant and Pumped Soil Polishing filter (Percolation Area) TRICEL PUMP Liquid Type of liquid Clean and dirty water Max [°C] 50° Handled Max solids size [mm) 35 spherical Maximum immersion [m] 2 (with power cable length S m) 7 (with power cable length 10 m) Construction Impeller Open vortex type Shaft seal type Double mechanical seal Bearing Sealed ball bearing Pipe Suction -Flange [mm] Discharge -Flange [inch] 35 open G1% UNI ISO 228 Casing AISI 304 Impeller AISI 304 Casing cover AISI 304 Material Shaft seal Pump side: SiC/SiC/NBR Motor side: Carbon/Ceramic/NBR Seal cover AISI 304 Shaft AISI 303 (Wet extension) Lubricating liquid White mineral oil: Esso Marcol 152 (180 cc) Applicable standard of test ISO 9906 Annex A MOTOR Type Submersible dry type Single Phase No. of Poles 2 Rotation speed min-' 2875 Insulation Class F Protection degree Ii' X8 kW/HP Rating kW [HP] 0.55 ;-0.75 0.75 + 1 Frequency Hz 50 230 ± 10% Voltage lvi Capacitor Built in Over load protection Built in Float Switch Optional Float Switch Cable Material Size H07RN-F 3G1 Power cable length material size (m] 5 (only for internal usage); 10 H07RN-F 3G1 Dimensions of cable entry Cable Gland Tricel (Killarney) Unlimited Company trading as Tricel, Ballyspillane Ind Est, Killarney, Co.Kerry, V93 X253 Tel: +353 64 6632421. Fax: +353 64 6632777 Email:sales@tricel.ie Web: www.tricel.ie Page: 4 Tricel Site Recommendation Report Tricel Novo Package Plant and Pumped Soil Polishing filter (Percolation Area) TRICEL Pump Type I Power I Capacity JKWJ JHPJ I/min 0 40 80 120 160 200 240 300 aria 0 2.4 4,8 7.2 9.6 12 14.4 18 H =Total manometric head In meters Trice175 0,55 0.75 8.8 7.6 6.8 I 4.7 3.4 2 0 Tricel (Killarney) Unlimited Company trading as Tricel, Ballyspillane Ind Est, Killarney, Co.Kerry, V93 X253 Tel: +353 64 6632421. Fax: +353 64 6632777 Email:sales@tricel.ie Web: www.tricel.ie Page: 5 This comment replaces neither the declaration of performance nor the CE marking • � � ��,Y.t i' , dd44�� DiULLtlw• wpa. k fi' U-3 q to ,•17 D D.1711 01 0J DP) . No t''na W 1$0 D "20W 150 X(1.2 ?e Tricel Site Recommendation Report Tricel Novo Package Plant and Pumped Soil Polishing filter (Percolation Area) TIRICEL Certificate in accordance with SR66 for EN12566-Part 3 1fIiistltut fur Abwassertechmk GmbH TREATMENT PERFORMANCE RESULTS Tricel (Killarney) Ballyspillane Industrial Est., Killarney, Co. Kerry, Ireland EN 12566.3 Results corresponding to EN 12566-3 and S.R. 66 PIA -SR 66-1512-1062 Novo Submerged fixed film Nominal organic daily load Nominal hydraulic daily load Material Watertightness Structural behaviour (Calculation) Durability Trealrnenl efficiency (nominal sequences) COD 91.6% 52 mg/I BOD;, 95.9% 11 mgli NH4-N 79.9 % 8 mg/I SS 95.3 % 16 mg/I Number of desludging Not more than once Electrical consumption I 1 kWh/d 0.26 kg/d 0.90 m'/d Glass reinforced plastic Pass Pass (also wet conditions) Pass Efficiency Effluent Parfermance tested by PIA — Pri finstitut fiir Abwassertechnik GmbH (PIA GmbH) Hergenrather Weg 30 52074 Aachen, Germany ,1v� pbwassp��ee � 3 - teate'i ' �c Elmer Carla~ Juiy 2056 Tricel (Killarney) Unlimited Company trading as Tricel, Ballyspillane Ind Est, Killarney, Co.Kerry, V93 X253 Tel: +353 64 6632421. Fax: +353 64 6632777 Email:sales@tricel.ie Web: www.tricel.ie Page: 6 ► th,40'tini341 415'WI * ► r61n VAVr{'I.,t it tos.5'01.0.. 67t'.Yh*WP2Bh! ► i3-"4'o4,4.4(.tgie•,tt'lrt 04110lt+rI0 .30'04(5t1H, 646's, 5t4.10 a.1 %47 i7o Is.-, 5'to ln,fnt-x v's, s'fog 1.00'605,l' #0 Jean:n-51a•45m1 'l'4 '1-' (".1"A: -'I5 nl'''', 407.1 0-1,k; 'l',1Jblt Tricel Site Recommendation Report Tricel Novo Package Plant and Pumped Soil Polishing filter (Percolation Area) TAICEL NOVO BROCHURE Homeowners: individual domestic installation 7 1 ► 51 Vf•,!,, 1, '9•, J'0 gfpc+n; n•!r. ► kb nrs.tli,p .119.7:ur3 aril Loo5,11•. ► V 13,1',:,6 .545 i,r,+At,f 'JoO3-W5NIr0 f„. . u•r5lh del'.:, 5• st.,th•yl n'.,'. v'J''h yor F..'.,e' Larger projects: Commercial installations up to SOPE if I v` 4a6wu Technical characteristics/ Plant dimensions I. M 111 vem t; j 95 t.fi 226 150 776 ? 1173 j 13 ; 053 , AL r•6 74 964 974 110 740 5.174 5.1 05,H 60 2•-0 24 164 724 ItO I 100 1576 11 PS}} 4*4 S-10 31 164 724 ISO I S+0 1975 } 53 0513 67 417 36 166 177 110 4.00 5375 } I3 , PISS 100 bI0 4.6 L6G _ 227 510 SO0 LA 75 L3 0534 330 126 1 6.6 lid 227 ISO 700 137 12 0.16 2041 7r4A 10.10 2.6 166 t." 333 Yh7 533 13 046 Ia14! 4,3, 146 227 550 fu0 135 L3 16 156.04 74111A ' 12.36 A6 166 9994 55,0 6141 155 I1 0+6 7169 44 IG4 717 539 ( 700 4.33 II ass }93.90 1169 t4-47 54 164 711 157 5.05 533 I3 416 3M0i 04 164 771 150 609 133 13 036 20917 •m'• 10-39 6 (64 2.77 ISO 70(ILSS 15 0.46 56044. 66 564 727 ISO ��....---------700 135 11 016 201.120409 8 � 1"lirirl\ ; r w1f IO2 It J iiiiTiiiflti1' ► "V'Rytevem" ► Npw 0dat11111 ► fiwY37lSO WYEI $34.04 r;•n_:I"�••:: :8•. 1, '51.' 1.600:1 1.1' I1•n1v-1 Jnit 3.1IG &lo• $ 9.•dk hu tJ•n..;,,• ,._ ,�., p'm'ptng lMA rANa4 1153)17553 1177 OI5' 1p t', SOpenpt• Tricel (Killarney) Unlimited Company trading as Tricel, Ballyspillane Ind Est, Killarney, Co.Kerry, V93 X253 Tel: +353 64 6632421. Fax: +353 64 6632777 Email:sales@tricel.ie Web: www.tricel.ie Page: 7 Trice} Site Recommendation Report Tricel Novo Package Plant and Pumped Soil Polishing filter (Percolation Area) TPICEL Trice i Novo: Wastewater Treatment System Service Agreement Establishing a regime of vearty Inspections and maintenance is advised to ensure that your Tricel flovo continues to perform to the same high standards throughout its lifetime. The service agreement covers travel, the service and the iabour cost of servicing only Other labour costs are excluded, as are all replacement parts. Trice) (Killarney} Unlimited Company, Ballyspillane Industrial Estate, Killarney, Co.. Kerry, V93 X253, Ireland 4 the ComAanv'► enter this Tricel Novo service agreement with the Customer named below. Customer Details: Name: Address: Address of She: (H other) Telephone No.: Date of Tiicef Novo Order: Work Order NO.,. Date of Delivery of Trkel Novo: Date of System Commissioning: Service Agreement Fee Paid: Date of Service Agreement Cornmericement: Unit Serial Eiji.: During routine rn-tiring, the senfce technician wi l perfolin a series of checks and ptwcedtrres: C1 ticks: + The air -diffuser is monitored to check for sufficient dispersion of air. • The sludge return system is functioning correctly, • The covers and locks are In place and In good condition. • General appearance and condition of the treatment system is good. Procedures: • The blower is tested. • The blower filter is replaced. • The system a&arm is tested. • The pump and float -switch are tested (H applicable). • The vents are cleared of any blockages. • The sludge level in the primary chamber is measured Notes: • Full inspection tabour is covered (including any immediate minor system adjustment required), This service agreement does not cover the cost of any labour or materials that may arise as a result of this inspection. • Components that rewire replacing will incur addltio3tal charges. • All service eereements exclude de-sludelne, Tri:el (E5Iirneyl Uldnited Compscry rrading is Td ttl. Mirth io%7 Tricel (Killarney) Unlimited Company trading as Tricel, Ballyspillane Ind Est, Killarney, Co.Kerry, V93 X253 Tel: +353 64 6632421. Fax: +353 64 6632777 Email:sales@tricel.ie Web: www.tricel.ie Page: 8 Tricel Site Recommendation Report Tricel Novo Package Plant and Pumped Soil Polishing filter (Percolation Area) T�ICEL Section 2: Information on the disposal route The proposed solution for disposal is percolation trenches which consists of a series of pipework which distributes the effluent for treatment using in situ subsoil. Based on a Population of 5 and a percolation value of 51-75 on the site, the chosen polishing filter for this site is percolation trenches, The minimum amount of pipe required will be 95m. This is based on trench length required per person for the given percolation value as stated in table 10.1 of the EPA Code of Practice 2021. It recommends that each percolation trench should be equal in length and no longer than 1 Om Please see attached the accompanying documents in Section 2 for the Percolation area • Percolation area separation distances • Construction Requirements The location and construction of the percolation area is the responsibility of the site engineer. A full site layout drawing should accompany this report. The EPA CoP 2021 outlines the design, siting and construction requirements for percolation areas. The tables below outline some of the key factors to take into consideration when designing and locating a polishing filter. Tricel (Killarney) Unlimited Company trading as Tricel, Ballyspillane Ind Est, Killarney, Co.Kerry, V93 X253 Tel: +353 64 6632421. Fax: +353 64 6632777 Email:sales@tricel.ie Web: www.tricel.ie Page: 9 Tricel Site Recommendation Report Tricel Novo Package Plant and Pumped Soil Polishing filter (Percolation Area) T 1. •.L 17.mrnam wparauc- detlanm lo- ii-, er: re 0Y7htVI$ Pil-lil.^ernup Y,4k 1LpplY abilrat tern pni•dtAvelh D•.en 0,3,: tnl ;s 1's 10 Drrgh of S",lS0Ibtnd duravili 6rll p.,J,iD! S4ND• :. 20,1 beleen (.veil o• G BANE4 level an3 bedrock, rrd d*:rr.lattd wihs• 1 lilt t 17. I1 n r- rk'iail Depth 01 sovViD o 2 0- A O n bet.+cen iiWril Irml and Ir iteoc, aw watw Ole > 2.D m Oeplh 41 w li%u sell > ts0 T belswel melt rvrI and bedrock• .,ti who' laid e>2.Dm to c PV a 3: Orpa1 ul s rt&,bnur 1.2- lUsaalil S ;t- a 0 r, lact.teen invert O -.el or SAND. or and bedrvck ully GRAM e•toled Uepth bl so brut son miteia0 mat B O •n oeftwern nrert ;i.,el aryl he'duk 33 c PV s 120 Drplh of 501huioo,d 1.2.. llrraaly 9U! 30v. between inolt reel CLAY. Cr CLAY- and bedreck darnivlird matt' fall Oeptlr of subWlull z 30 m bet tren irveit ti",rl and brdrotk ALnrapioi• AUJr. itr. en I Up-p•ed?nt d.riess; ml' K,ntl '1.0 lra, I akt• 0• lorry,OT Wiiercovrc,Atrear.i Oran dran or oaicaoe dtdi Adp:etd Ir lk plw,t ar14 (w(alauol Wren, pullhri0 Niel U Irlltra0o' a'ea Or -01.3 d.tellrr4 huale NooIdieunrq d,Atlbnp house Gp to 40 30 d5 30 411 30 75 Ii IS 50 10 10 10 7 {tank plantl 25 IW'ei. dater SaIl ci consttiwltd wt' .or It • 10 Witr,Uoni • brat wnl 00w) Siatitr lratrr 10 aa/ 7 CHd A MJgi® 030,dc+catt 4 11.00 3 SRr IrOLrutaty 3 F1r1l,ny, Ireurn, 1iN0.KAt !.PA Sit- -we F',r, per{ala:Uri eYUe II. 1na1 an:p tot or iarr w-lirr haimxle stax1Li Lit- uu_11td (tuts,! rut ,l d 1t,z Ir'i:raiiudunavrra ar; x it thtwkl attu be .routed that tilt di;taute. it ni.drlafue0 Ilwr, regtbe-r,rg stony, wale' dltpolal a'eas Of scal;aitaYs. Trot, raids rot, lead 10 PI P. deor4opm0, tie canopy spread mticalol pU:0131 tool ccvear� r The diital'cei rrtg,irrd dept, -0 on llr nnaalentc of for IwUce 3hcrrtolL adac, h0i10 be W.Lg I ,lni lIt' IUChl aulhutity and1w Irie' the the Dtpnluneni ii! f+au1E,g, Leta'• Gwommerl an3 Ventage spec,0caty da h1a:,trwY Monurents So 000 0331 the hb>ti0'inl perks 1110 W!d fe SFrVI.e Table 6.2 EPA CoP 2021: Minimum separation distances TI�ICEL Tricel (Killarney) Unlimited Company trading as Trice(, Ballyspillane Ind Est, Killarney, Co.Kerry, V93 X253 Tel: +353 64 6632421. Fax: +353 64 6632777 Email:sales@tricel.ie Web: www.tricel.ie Page: 10 Tricel Site Recommendation Report. Tricel Novo Package Plant and Pumped Soil Polishing filter (Percolation Area) TRICEL Table 10.1: Infiltration/treatment area and trench length design for tertiary treatment, per PE Area Trench I Trench length Area Area required per length required per required required person (m2) required per person (m) per person per person person (m) (m2) (m2) 3 ≤ PV ≤ 20 ≥7.5 ≥6 ≥6 ≥5 ≥3.75 21 < PV < 40 ≥15 ≥12 ≥12 ≥14 ≥7.5 41 < PV ≤ 50 ≥30 ≥17 ≥17 ≥16 ≥15 51 < PV ≤ 75 ≥50 ≥19 ≥19 ≥22 ≥25 76 < PV ≤ 90 - - ≥28 ≥34 - 91 < PV s 120 - - - ≥54 - Table 10.1 from EPA CoP 2021 - Loading rates for the soil polishing filter Tricel (Killarney) Unlimited Company trading as Tricel, Ballyspillane Ind Est, Killarney, Co.Kerry, V93 X253 Tel: +353 64 6632421. Fax: +353 64 6632777 Email:sales@tricel.ie Web: www.tricel.ie Page: 11 Tricel Site Recommendation Report Tricel Novo Package Plant and Pumped Soil Polishing filter (Percolation Area) TFRICEL Table 7.3: Requirements of a percolation trench !gravity fed) Slope of pipe from tank to 1 in 40 for earthenware or concrete, distribution device 1 in 60 for uPVc Slope of percolation trench from 1 in ?00 distribution device Length of percolation pipe in each 18 rn maximum trench Minimum separation distance 12 m (2,5 rn centre to centre) between percolation trenches Diameter of pipe from septic tank 100-110 mm to distribution device Perco'ation pipes, 100 mm bore, perforated (typically at 4, 6 and 8 o'clock) smooth wall PVC drainage pipes with perforations of 8 mm diameter at about 75 mm centres along the pipe or pipes with similar hydraulic properties, Maximum of six pipes per distribution device Width of percolation trench 500 mrni Depth of percolation trench Ideally, about 850mm° below ground surface depending on site (as per Figures 7.1 and 7,3) Depth of unsaturated sail and/or Minimum 1.2 m for GWPRs of R1 or R2°. Minimum subsoil beneath percolation trench 20 rn for GWPRs of R2', R2', R2', R3' or R3' and above the bedrock and the water table Backfilling of percolation trench 300 mm of 12-32 mm washed grave or broken (see Figure 7.1) stone aggregate on invert; pipe laid at a 1 in 7.00 slope surrounded by 12-32 mm dean washed gravel or broken stone aggregate and with 150 mm of similar aggregate over pipe, geotextile layer followed by topsoil to ground surface Geotextile Geotextile should be in accordance with EN 15O 10319 Access/inspection points and vents These are recommended for the ends of the percolation pipes. The covers should be visible and installed to prevent entry of water. They may also be used for rodding or scouring purposes a Before installation the holes in the percolation pipe should be inspected to check that they are the correct size and free from debris. b The percolation pipes may be located at a shallower depth, provided that a minimum of 450 mm of material is placed above the pipes to provide the required protection against damage from above. Table 7.3 EPA CoP 2021: Construction of percolation trenches. For secondary treated waste water, the maximum length of percolation pipe in each trench should be 10m as outlined in section 10.1.1 option 3 Terms and conditions: Tricel cannot accept responsibility for incorrect site details or calculations as these are based on user inputs which are outside of Tricel control. Full terms of website use are available at www.tricelsiteassessor,je,/j'er,-nsofWebsjteUse ***Domestic WwTP catering for over 10 Population Equivalent that are discharging to TERO Tertiary 'l'reatment modules may require a pump station Trice! (Killarney) Unlimited Company trading as Tricel, Ballyspillane Ind Est, Killarney, Co.Kerry, V93 X253 Tel: +353 64 6632421. Fax: +353 64 6632777 Email:sales@tricel.ie Web: www.tricel.ie Page: 12 Tricel Site Recommendation Report Tricel Novo Package Plant and Pumped Soil Polishing filter (Percolation Area) TRICEL TIIOIl IRIAR[YI ULMOD @N1(116[INCS M 1®11 10 0441U TK IM(F[ATM11101021 fl[A11DTF[ATFN Li Li LiLJ 1J + - I 1 1 10 I�I� 0 I flPT 8 2,4 14u_ acgir bP'o.t on yr lr] IShM Sw TERO One Module I6PE) 106555 1 'MS own 3w.. 0[NNI0t Yo 1401 1Qw YC YufJ 10 b) rsq llpl FG 0101) 110 00011 11.11101 P0 110 P1 P119llP1. CO 11114)1 0(100 1H5 <m)eM11ft WVtTI>4110 t1*1 1TAT1D 01YSi1[8 Tricel (Killarney) Unlimited Company trading as Tricel, Ballyspillane Ind Est, Killarney, Co.Kerry, V93 X253 Tel: +353 64 6632421. Fax: +353 64 6632777 Email:sales@tricel.ie Web: www.tricel.ie Page: 13 Tested in accordance with the EPA 2021 Code NOTE:- ALL LEVELS INDICATED ARE APPROXIMATE (IE.t 200mm of Practice "Domestic Waste Water Treatment 4- 100.00 Existing Spot Levels and Disposal Systems serving single houses' ♦ 900.00 Proposed Spot Levels p y g Percolation Legend: 1- Mechanical DWWTS 2- Percolation Area - trench layout (95m -100m Min.) 3-5 T -test hole 1,2,3 6- Trial Hole NORTH w e S OWWTS And Percolation Area To Comply in Full With E.P.A. 2O21 NEW BOUNDARY FENCING Water supply from New bored well TO SITE BACKPLANTED WITH A NATIVE HEDGEROW & TREES 109.0 108.0 .108.49 •109.33 107.0 Raised .107.45 Percolation Area � \ � 1 X IL of trenches 100.00 N \.1°8.03 \ I.L. of pipes 10030 106 . 0 .100-58 95m -100m Min of piping 306.06 \ 105.0 \ \ 10B.71\101.0 102.0 N. •106.62 .105.09 � \.102.25 103.0 104.0 A N. .107.22 \ \ .103.35 .104.25 \ \ 100.0 00.06 ' \ .105.48 \ \101 \ 5.88 \ 1 B.oe 99.0 ' .1o3n \ r\ % 0302.42 9 \ 107.054.6 07.05 \ ) 108.0 98.0 � ` :oi i3 � .105\,1 0 \ \ y S 106.47/ \ �Ql ^ ' �T � // 105.37 � �<. ,._0-�r .I03.12 eW �.• Oi \ \0v J2R 'r�11e <, °Ayo�m 9aP r Dwelling I F.L 102.18 1 4 o C.5 v`j 1°1.5.50 99.93 \ 102.56 10'.93 .10 . 34. .102.15 a K > p r 1p _....._._ - 102.5. _ 03.31 •\ 36m \Site Outlined In Red �, Site Area = 0.265 Ha. N, W AiERCs- SITE LAYOUT MAP Scale 1/500 at Corlea, Carrickmacross Co. Monaghan O.s. Sheet No. 1695 0 TP 100.84 } J z 0 _ 102.40 0 z 0 u J 101.44 a. Q Gate z rI X 2 J a. w Direction of Ground water flow z Q of I WI I In w Planning Dwgs NOEL M c I A H O N ■ ■ Architectural Design & Planning Services ■ ■ ESSEXFORD, DUNDALK, Co. LOUTH Project Name:- Alterations and extensions I Drwg. Name — to an existing deriUct dwelting house Site Layout Map MOBILE 087-2359206 at Corlea, Cmx, Co. Monaghan Date- Scale:- j Rev - E -MAIL noelmcg123®gmaiLcom For Martin & Siobhan Burns 113-05-26 1/500 m L/ 11D X - • 0_i1 O --I O V V \ O UJ O -H r m O -1 < m p m In fD O x O O 0\ I x I m 3 N r r*I T m 0 0 0 o, r) w C 3 n w N D ® C) O� rT• (� u� B. n I 0 0 CD i O n aJ 0 n .. Qo rn rev rn x a D' D 0 �- - n a - T- d0 C- - 0 o fD 0 a f° w C/) = = = rn a QJ ID o x r= = o �. In C') 90 co o W rp O 'i t0 cn aJ rn rD i fD =. l0 N W rD ID i Co 90 o n rD � ry < rp i y . S O O •O .O O O O O N. 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