River Boyne Water Quality Management Plan - EPA
River Boyne Water Quality Management Plan - EPA River Boyne Water Quality Management Plan - EPA
River Boync Wnlrr Qualip Managcmrnl PlanIt is accepted that water quality in the vicinity of an outfall may not comply with the general standardfor the river stretch (mixing zone). However, outfalls should be located with care to ensure that acutetoxicity will not arise and that the mixing zones will not act as barriers to prevent the passage ofmigratory fish. In addition, the following criteria should apply at outfal1s:-Effective screening and detritus c0nh0l must be in place to ensure the abseizce of visual oraeslheric nuisancefrom sewage derived debris.The discharge should be free of scum, ail andfloating debrisThe discharge shalcld befree of sccbstances which produce odour, colotir, taste or turbidilyThe discharge sl~o~tld not give rise to objectionable growth of nzcisance plarrts. seivagefungus oranimal species associated with selvageMore detailed operational data on the existing wastewater treatment plants, their current status andavailable effluent sampling data are contained in Appendix 5. In general, the smaller activated sludgeplants perform moderately satisfactorily with occasional solids carryover due to the difficulty ofcontrolling a stable sludge level. This can result fromoverload, flushing outsludge solids, or irregular desludging.For inspection purposes only.Consent of copyright owner required for any other use.EPA Export 26-07-2013:17:27:00
Rircr Boyne Wntcr Quality hlrnagcmtnt PIP"TABLE 4.9 - MUNICIPAL WASTE WATER EFFLUENTS DISCHARGES (Ref. To Map No.6)For inspection purposes only.Consent of copyright owner required for any other use.EPA Export 26-07-2013:17:27:00
- Page 1 and 2: RIVER BOYNEWATER QUALITY MANAGEMENT
- Page 3 and 4: River Boync Warcr Qualiry Managemen
- Page 5 and 6: List of FiguresFigure No. 1Figure N
- Page 7 and 8: ACKNOWLEDGEMENTS-Re assistance of t
- Page 9 and 10: Kivrr UO~IIC Water QualiQ hlanagcnr
- Page 11 and 12: River Boynr Water Quality Managemen
- Page 13 and 14: River Boyne Water Quality Mnnagrmrn
- Page 15 and 16: 2.0 Boyne Catchment - Water Resourc
- Page 17 and 18: River Boynr \Vater Quality Managrme
- Page 19 and 20: Rivrr Bognr Walrr Quality Alanngrmr
- Page 21 and 22: River Boync \\'alrr Quality hlnnrge
- Page 23 and 24: 2.5 LakesLakes within a river syste
- Page 25 and 26: llivur ooync baler Uu.~~ty iilrnngt
- Page 27 and 28: River Boync Water Quality hlanagrmc
- Page 29: Rivtr Boynr Waler Quality Mnnagcmcn
- Page 33 and 34: River Baync Walrr Quvlily hl~nrgrmc
- Page 35 and 36: River Boynt Walrr Quality Mansgrmmt
- Page 37 and 38: River Boync Water Quality Managrmcn
- Page 39 and 40: River Bovnc Water Ouslilv Manaermmt
- Page 41 and 42: TAULE -1.1 IUOYNE WATER QUALITY - N
- Page 43 and 44: River Bovnc Wnlrr Oualihl Manrecmcn
- Page 45 and 46: River Boync WarcrQuality hlanagamen
- Page 47 and 48: For inspection purposes only.Consen
- Page 49 and 50: River Boynr Wnlrr Quality Managcmmt
- Page 51 and 52: River Blnckwnter (KeNs) ; /his rive
- Page 53 and 54: River Boyne Water Quality Managmml
- Page 55 and 56: River Boync Walrr Qunliiy nlanagrmr
- Page 57 and 58: River Boyne Watcr Quslily Msnagrmen
- Page 59 and 60: ~~p ~-~~~-River Boync Wvlcr Qurlily
- Page 61 and 62: River Buyne Walcr Quvlily Man:~grmc
- Page 63 and 64: odn-m~6vg . S ~ "c+ ?oe02Sma?yr,0 2
- Page 65 and 66: TABLE 5.31 : RIVER DEEL - PHYSICO -
- Page 67 and 68: River aoynr Water Quality winnagcmc
- Page 69 and 70: Rivcr Roynr Water Qunlily hlanagrnu
- Page 71 and 72: River Uoyne Wntrr Qvalily blsnugrnm
- Page 73 and 74: River Boynr Wnar Qunlily Managemrnr
- Page 75 and 76: River Boync Water Qualiiy Managemm1
- Page 77 and 78: River Boynr Water Quality Msnagrmmt
- Page 79 and 80: Rivcr Boync Walcr Quality Monagemmt
<strong>River</strong> Boync Wnlrr Qualip Managcmrnl <strong>Plan</strong>It is accepted that water quality in the vicinity of an outfall may not comply with the general standardfor the river stretch (mixing zone). However, outfalls should be located with care to ensure that acutetoxicity will not arise and that the mixing zones will not act as barriers to prevent the passage ofmigratory fish. In addition, the following criteria should apply at outfal1s:-Effective screening and detritus c0nh0l must be in place to ensure the abseizce of visual oraeslheric nuisancefrom sewage derived debris.The discharge should be free of scum, ail andfloating debrisThe discharge shalcld befree of sccbstances which produce odour, colotir, taste or turbidilyThe discharge sl~o~tld not give rise to objectionable growth of nzcisance plarrts. seivagefungus oranimal species associated with selvageMore detailed operational data on the existing wastewater treatment plants, their current status andavailable effluent sampling data are contained in Appendix 5. In general, the smaller activated sludgeplants perform moderately satisfactorily with occasional solids carryover due to the difficulty ofcontrolling a stable sludge level. This can result fromoverload, flushing outsludge solids, or irregular desludging.For inspection purposes only.Consent of copyright owner required for any other use.<strong>EPA</strong> Export 26-07-2013:17:27:00