1
MAIN ENTRANCE 7500 198 Gas valve (89.00) 91.00 (90.00) (87.71) (87.77) (87.39) (88.25) (88.25) (88.27) (88.69) (90.00) (90.76) (90.00) (92.00) (92.00) (92.00) (93.00) (93.00) (94.00) (95.00) (89.00) (89.00) (90.00) (88.00) (88.00) (87.50) (87.19) (87.47) (87.59) (88.05) (88.61) (88.87) (88.58) (88.08) (87.88) (88.12) (87.97) (87.35) (87.36) (87.73) (88.65) (87.37) (89.13) (88.31) (88.49) (89.19) (89.13) (89.13) (88.85) (88.83) (87.31) (88.25) (88.97) (87.83) (87.68) (91.50) 8500 R18000 2275 6750 ex stack ex stack Existing Car Parking Area Store Aeration Tank No 1 Aeration Tank No 2 Nit Tank Anoxic Tank College House Workshop (88.73) (88.39) (88.84) Visitor Car Parking 7 18 Existing Hedgrows Existing Hedgrows Existing Hedgrows Stone Surface Car Parking Concrete Surface + 87.88 Ex Concrete Surface Over head Pipe Rack Over head Pipe Rack 13275 New Gates Existing Gates Existing Gates Stone Surface New Weigh Bridge Lorry Parking 9500 Ex Ground Graded New Planting New Gates (88.25) Store Store existing DAF building College Road + 88.73 (90.00) (92.00) (92.00) (91.50) disability car space Existing Hedgrows + 87.77 (89.00) (90.00) (87.36) (88.65) (89.13) + 87.83 + 87.85 IL -1.970 + 87.40 + 87.56 + 87.88 + 87.72 + 87.88 + 88.25 + 88.20 + 88.04 + 88.04 + 87.88 + 87.82 + 87.69 + 87.63 + 87.85 + 87.85 + 87.72 1: 80 crossfall + 87.56 + 87.56 + 88.11 1: 80 crossfall + 88.075 + 88.36 + 88.36 + 88.11 + 88.11 + 87.82 1: 80 crossfall 1: 80 crossfall + 87.82 + 87.97 1: 40 crossfall + 88.11 + 88.73 + 88.73 + 87.72 1: 50 crossfall 1: 80 crossfall (91.13) (90.12) (90.50) (92.50) (90.50) (90.50) (90.50) (89.50) (89.50) (90.50) (91.50) + 88.65 + 88.65 disability car space 1: 80 crossfall 4800 + 88.46 New fence New fence + 88.36 Concrete Surface + 88.36 + 88.46 + 88.36 MAIN ENTRANCE 198 Gas valve (89.00) 91.00 (90.00) (91.00) (92.00) (92.00) (92.00) (93.00) (93.00) (94.00) (95.00) (89.00) (89.00) (90.00) (88.00) (88.00) (89.13) Existing Hedgrows 85.21 85.34 85.34 84.60 84.58 84.54 84.17 84.22 84.10 84.28 84.08 84.10 84.04 84.48 84.44 84.41 84.57 85.07 85.10 85.20 85.38 86.73 86.42 86.52 86.52 87.42 87.94 86.83 87.23 87.14 87.29 88.06 88.11 88.09 88.09 88.20 88.28 88.18 87.62 87.56 87.67 88.07 88.09 88.25 89.34 89.78 90.84 89.90 91.44 89.03 89.69 88.89 88.70 89.58 89.17 88.98 88.93 89.42 89.66 89.70 89.81 90.95 90.77 90.79 90.29 90.20 90.70 91.06 90.92 91.01 90.85 90.42 91.59 92.57 91.60 91.20 91.92 91.45 91.69 91.64 92.31 91.62 91.56 91.65 91.72 92.31 92.21 92.99 92.47 92.70 92.79 92.75 92.85 92.37 92.76 94.00 94.04 93.40 94.34 93.18 92.96 92.25 93.63 93.38 93.15 93.81 93.28 94.20 93.97 93.62 93.24 93.67 93.24 94.02 94.01 93.92 94.73 94.17 94.25 94.73 94.35 93.91 94.37 94.61 94.92 94.55 94.45 94.69 94.63 95.07 94.98 94.94 94.86 94.77 198 Gas valve (92.00) Existing Hedgrows Ex Ground Graded New Planting (92.00) + 88.73 (90.12) (90.50) (92.50) (90.50) (90.50) + 88.65 1: 40 crossfall Existing Levels shown in brackets BOUNDARY WITH ADJOINING LAND FINAL TREATED EFFLUENT WATER TANK FOR FIRE FIGHTING PURPOSES BIODIESEL PLANT CAPACITY 600M3 A8 - E9 Bio Bed 6 EMISSION PT A1 - E2 Raw Material Bio Filter stack EMISSION PT A2 - E4 Bio Filter 2 east of main processing building EMISSION PT A32 - E5 Bio Filter 2 east of main processing building EMISSION PT A5 - E3 Thermal Oxidiser EMISSION PT A6 - E7 Boiler 1 EMISSION PT A7 - E8 Boiler 2 EMISSION PT A4 - E6 Balance tank BioFilter EMISSION PT A9 - E10 Bio Diesel Steam Boiler EMISSION PT A10 - E11 Bio Diesel Thermal Oil Boiler EMISSION PT A13 - E14 Electricity generation with Heat Recovery EMISSION PT 20345 7750 E=282038.0753 N=289002.7359 E=282084.8591 N=289109.3235 E=282122.5391 N=289098.5432 E=282124.0051 N=289106.7745 E=281981.1026 N=289133.7882 E=282005.9108 N=289210.3008 E=282007.1959 N=289210.0141 E=282134.8615 N=288968.7998 E=262127.5770 N=288988.5456 A12 - E13 Methanol Scrubber EMISSION PT E=282011.4443 N=289238.8496 E=282033.6269 N=289069.1478 A11 - E12 Carbon Filter EMISSION PT E=282037.1837 N=289241.4664 SW08 SAMPLING POINT storm water discharge into water course at his point Loading and unloading stations Pipe bridge to process building T2 T4 T12 Boundary of Approved tank farm shown dashed Cooling Towers T3 T6.2 T6.1 T11 T7.2 T7.1 T5.3 T8.3 T8.2 T10.1 T1.3 T5.2 T5.1 T8.1 T9 T12 T10.2 T1.2 T1.1 200metres around the ditch + 88.5 + 88.36 + 88.5 + 88.5 + 88.5 + 87.85 + 87.85 +FFL 88.65 plinth + 88.15 + 87.85 Attenuation Area 418m3 to specialist design 8000 Attenuation Area 140m3 to specialist design Concrete Surface Concrete Surface Concrete Surface Over head Pipe Rack Foul Electricity Generation with Heat Recovery Dashed Line indicates the extent of the Permitted BioDiesel Process Building W1 - S2 Waste Water EMISSION PT EXISTING SITE BOUNDARY PROPOSED SITE BOUNDARY E=282009.6722 N=289225.2111 SW1 E=282162.0562 N=289097.6919 TO LAGOON Engineering Tank Farm Bio Diesel Process Building Rendering Plant Waste Inspection Area Store Weigh Bridge Existing Main Administration Building Security Building Waste Inspection Area Biofilter Biofilter recycle water Biofilter Biofilter revision drawn by client title drawing no scale date date o'hagan & associates| architects ltd 10 TREVOR HILL, NEWRY, CO. DOWN, BT34 1DN T: (028) 3026 6011 E: [email protected] F: (028) 3026 0904 W: www.ohagan-arch.co.uk P. P. O'HAGAN, B.Sc (Hons.), B.Arch., R.I.B.A. L.B. FEGAN, B.Sc (Hons.), D.A.A.S., A.R.B. D.J. MORRIS, B.SC. (Hons.), M.Arch., R.I.B.A. Chartered Practice constructi online Green R E G I S T E R o'hagan associates P. O'HAGAN & ASSOCIATES LTD. Co Reg No NI40897 VAT No.434298831 1:1000@A3 COLLEGE GROUP NOBBER CO MEATH 1581-EP-002 JULY 2018 EXISTING AND PROPOSED EMISSION POINTS SURFACE WATER, AIR, GROUND WATER For inspection purposes only. Consent of copyright owner required for any other use. EPA Export 18-09-2018:03:28:26
