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New Towns Phase 1 Report Part 4 (PDF 4MB) (Ballinrobe, Co. Mayo, Foxford, Swinford & Kiltimagh

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New Towns Phase 1 Report Part 4 (PDF 4MB) (Ballinrobe, Co. Mayo, Foxford, Swinford & Kiltimagh 12. Ballinrobe, Co. Mayo. 12.1. Summary Details Ballinrobe is the largest town in South Mayo. The population of Ballinrobe is currently 3,160 as per the preliminary results of the 2006 Census, this is projected to increase to 4,240 by 2016 (see Appendix A Table 1). It is forecast that 400 new residential connections will be made in Ballinrobe over the next ten years. There is one potential Large I/C customer operating in Ballinrobe, Irish Pride Bakery’s. A number of Medium and Small potential I/C customers also operate in the area. Ballinrobe is 17.5km from the Corrib Natural Gas transmission pipeline. The proposed connection point is valve block No. 8509 Knockroe BV Station. 12.2. Summary Load Analysis: Ballinrobe, Co. Mayo. Source: Networks cost estimates report July 2006. I/C Load Summary Forecast: Total EAC 2014 3,257 (Mwh) 111,174 (Therms) Peak Day 2014 21,127 (Kwh) 721 (Therms) New Housing Summary Forecast: New Housing Load (Therm) 208,000 ( year 10) New Housing Load (Mwh) 6,096 (year 10) 12.3. Solutions: It would be necessary to install 85 to 4 Bar pressure reduction facilities at Knockroe AGI on the existing Mayo – Galway pipeline. This AGI would feed the local network comprising of approximately 17.5km of 180mm & 125mm PE (SDR 11) feeder main and 4.35km of 180 & 125 PE (SDR 11) distribution main. New Towns Analysis Page 56 of 85 12.4. Cost Estimates: Ballinrobe, Co. Mayo. Source: Networks cost estimates report July 2006. Estimated Capital expenditure Costs for feeder and Distribution Mains: Item Costs € Feeder / Distribution Main Construction* €3,750,630 Total Estimated Costs €3,750,630 These estimated costs include for the following: District regulator installations, special engineering difficulties (crossings), archaeological survey, local authority charges, adverse ground conditions, pre-tender investigations, insurance, design, administration, material procurement and construction contracts. * The estimates do not include for: First response costs and AGI costs. New housing estate mains, service or meter costs. Industrial / Commercial mains, service or meter costs. 12.5. Business Modelling: €m NPV @ 5.74% Distribution Revenue 1.1 Capex -4.0 Contributions 0.1 Opex -0.9 Distribution NPV -3.7 Transmission Onshore Revenue 0.3 Entry Revenue 0.2 Capex - AGI 0.0 Initial Capex - Land & Tee Opex 0.0 Transmission NPV 0.5 Total NPV -3.12 Connection of Ballinrobe to the network would result in a negative net present value (NPV) of €3.12m and therefore appears to be uneconomic on a stand-alone basis. New Towns Analysis Page 57 of 85 The information shown on this plan is a general guide and the accuracy thereof cannot be guaranteed. Service pipes are not shown but their presence should be anticipated. No liability is Knockroe Station. accepted for any discrepancy, omission or deviation and the actual position of mains and services must be verified and established on site before any mechanical excavating plant is used. All dimensions are in metres unless otherwise stated NORTH. Ballinrobe 180mm 4 bar Feeder Main. Existing Transmission Pipeline. Ballinrobe 125mm 4 bar Feeder Main. Distribution Operations Design Department - DUBLIN Title / Project : Plot Date: Drawn: Ballinrobe 03/07/06 E.M. 0 1 2 3 4 km Scale: Ballinrobe Feeder Main 1:50000 REPRODUCED FROM THE ORDNANCE Drg. No. SURVEY BY PERMISSION OF THE MO101/10 GOVERNMENT. LICENCE No. 3-3-34 Not Archived - Alternative : |Designs|Dublin|Network Extension|2006 Projects|Adj. Towns to Network|Ballinrobe, Co. Mayo|Ballinrobe FM LS Church View Estate EE..S.BS.B.. 26.5 E.S.B. kv UND 10 REPRODUCED FROM THE ORDNANCE LS E.S.B. 6 LS 7 BM 26.94 E.S.B. LS Carrownalecka Church ABBEY VIEW 26.9 E.S.B. Church 32.5E.S.B. E.S.B. The information shown on this plan is a general guide and the accuracy thereof(in Ruins) cannotLS be E.E.S.S.B.B. (in Ruins) 27.6 SURVEY BY PERMISSION OF THE E.S.B. LS Grave Yard LS 3 CHAPEL guaranteed. Service pipes are not shown but their presence should be anticipated. No liability is E.S.B. LS GOVERNMENT. LICENCE No. 3-3-34 E.S.B. 27.6 CR 2 ROAD Proposed accepted for anyE.E.S.B.S.B. discrepancy, omission or deviation and the actual position of mains and services 1 26.6BM 27.07 E.S.B. E.S.B. LS LS E.S.B. must be verified and established on site before any mechanical26.8 excavating plant is used. DRI Location.LS E.S.B. LS E.S.B. E.S.B. All dimensions are in metres unless otherwise stated LS E.S.B. 26.8 E.S.B. 125mm PE 4 bar LS 26.5E.S.B. 01 vk 32.8 E.S.B. CR BM 28.33 E.S.B. Bord Gáis Networks recommends that excavation works within the vacinity of gas 27.2 E.S.B.E.S.B. CW ABBEY ROAD Livestock LS E.S.B. Mart LS v k 0 1 E.S.B. E.S.E.S.BB.. E.S.B. Cemetery 28.3 Abbey vk01 E.S.B. 27.2 UND (in ruins) Ballinrobe 4 bar E.S.B. 10Kv Pond Ramp E.S.B. 11 pipelines are carried outCREAGH in accordance with the HealthLS and Safety Authority E.S.B. LS 22 LS E.S.B. E.S.B. NORTH. 46 E.S.B. E.S.B. LS E.S.B. E.S.B. LS 45 Grave Yard LS LS HAWTHORN PLACE E.S.B. E.S.B. 29.2 Feeder Main. 'Code of Practice for Avoiding DangerROAD from Underground Services' 10 CW LS E.S.B. 26.8 E.S.B. E.S.B. E.S.B. LS LS 49 E.S.B. 26.30BM CR LS 8 E.S.B. E.S.B. ABBEY STREET 50 E.S.B. LS 10Kv LS T 11 E.S.B. 7 Maifield 51 E.S.B. Court E.S.B. 42 LS E.S.B. 25.9 LS 1 E.S.B. E.S.B. 41 E. E.S.B. S.B. LS 32 River 53 LS 12A LS E.S.B. 54 v 10k E.S.B.E.S.B. LS Brewery 31.0 E.S.B. 6 Court 33.1 E.S.B. E.S.B. 32.0 E.S.B. Teagasc LS E.S.B. E.S.B. E.S.B. E.S.B. LS LS 3 LS 01 vk 30 23 6 Robe E.S.B. 25.8 EE.S.B..S.B. E.S.B.E.S.B. 2 LS E.S.B. 5 E.S.B. vK01 1 9 E.S.B. LS LAKELAWN 4 E.S.B. E.S.B. LS 6 E.E.S.B.S.B. LS HIGH CR E.S.B. LS 21 Weir & FB E.S.B. ESTATE T E.S.B. E.S.B. LS 28 LS E.S.B. E.S.B. E.S.B. E.S.B. LS 30.0 E.S.B. LS LANE 27 LS LS E.S.B. TK E.S.B. 20 LS 6 E.S.B. Monument LS E.S.B. 26 17 E.S.EE.S.B..S.B.B. E.S.B. 5 12 1 125mm PE 75 mbar LS BM LS 32.52 31.8E.S.B. E.S.B. E.S.B. 31.9 18 LS LS v 10k 4 E.S.B. E.S.B. E.S.B. LS 17 10 v 0k TK STREET E.S.B. 1 Garda Siochána Station 125mm PE 75 mbar LS 9 WATSON'S E.S.B. LS 2 LS E.S.B. CR E.S.B. LS E.S.B. E.S.B. 1 LS Tank BM LANE E.S.B. E.S.B. E.S.B. 28.09 LS SE v k 0 1 27.4 Tank BRIDGE BREWERY 125mm PE 4 bar Tank Telephone STREET Exchange 27.3 Bakery Mast STREET E.S.B. LS E.S.B. LS E.S.B. E.S.B. LS LS E.S.B. CR ABBEY CR BM E.S.B. E.S.B. LS 33.36 Well LS E.S.B. Bank 33.4 Tank BALLINROBE BM 34.36GLEBE T 33.3 STREET E.S.B. LS Courthouse LB E.S.B. 90mm PE 75 mbar E.S.B. LS E.S.B. Mortuary LS GLEBE LS STREET E.S.B. STREET 33.1 LS Sports Ground E.S.B. E.S.B. LS CRE.S.B. UND UND LS 35.9 35.2 g ROAD LS MAIN E.S.B. Liable to Floodin CONVENT E.S.B. Rathkelly 34.8 32.5 E.S.B. LS (Site of) CONVENT ROAD Cornaroya Manor 35.0 LS E.S.B. LS E.S.B. E.S.B. LS E.S.B. LS LS E.S.B. 32.7 E.S.B. LS LS LS E.S.B. E.S.B. E.S.B. 125mm PE 4 bar BM 32.13 UND LS 2 UND LS 3 E.S.B. 35.5 Library CRCONVENT E.S.B. LS CR E.S.B. 7 E.S.B. LS ROAD 33.9E.S.B. E.S.B. 32.8 LS LS LS 33.2 E.S.B. E.S.B. E.S.B. LS LS LS UND BM 35.18 Cornaroya Manor School Grave Yard TK 35.4 12 90mm PE 75 mbar LS LS E.S.B. LS E.S.B. 1 0 k v E.S.B. E.S.B.
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