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World Bank Document Environmental Impact Assessment study for Hovsan Wastewater Treatment Plant Sea Outfall Construction Section 2 : Appendices 1. APPENDIX 1 : TABLES AND FIGURES RELATED TO THE REPORT The tables and figures attached in Appendix 1 are listed below: Public Disclosure Authorized Appendix 1.1 : National standard for air pollution Appendix 1.2 : Standards for water quality of natural water bodies Appendix 1.3 : Standards for water quality of irrigation water Appendix 1.4 : Main wastewater collectors and their catchment areas within Baku City Appendix 1.5 : Characteristics and map of main storm water drainage networks Appendix 1.6 : Hovsan canal layout map Appendix 1.7 : Location of the planned WWTPs as per existing wastewater master plan; Public Disclosure Authorized Appendix 1.8 : Wastewater reuse network profile Appendix 1.9 : Sea outfall profile Public Disclosure Authorized Public Disclosure Authorized December 2009 Seureca - ASPI 1 Environmental Impact Assessment study for Hovsan Wastewater Treatment Plant Sea Outfall Construction Section 2 : Appendices Appendix 1.1 : National standard for air pollution Pollutant Maximum allowable concentration (in mg/m3) For a given moment For 24 hours (maximum) Dust 0.15 0.03 Sulphur dioxide 0.3 0.2 Carbon monoxide 3 2 Nitrogen dioxide 0.08 0.07 Nitric oxide 0.4 0.24 Chlorine 0.05 0.03 Mercury 0.0006 0.0003 Sulphuric acid 0.3 0.1 Formaldehyde 0.02 0.005 Furfurol 0.03 … Hydrogen sulphide 0.008 … Hydrogen fluoride 1.02 0.003 Lead and its compounds 0.001 0.0002 (except tetraethyl lead) Source : Ministry of Ecology and Natural Resources, 2003 December 2009 Seureca - ASPI 2 Environmental Impact Assessment study for Hovsan Wastewater Treatment Plant Sea Outfall Construction Section 2 : Appendices Appendix 1.2 : Standards for water quality of natural water bodies Azeri regulations includes 3 charts inserted below for reference: Parameters Characteristics Substances in wastewater must not have odor, taste and Odor, taste must not be transmitted into fish meat 0 Water temperature must not exceed 5°C in comparison Temperature ( C) with natural temperature of water receiving body pH 6,5 – 8,5 Transparency 1 : 3 Dissolved oxygen Superior to 4,0 mg/l Color (rate) Not applicable at this stage (first name, second name, father name) Person responsible “________” ______________ 2009 Table 1: General features of wastewater December 2009 Seureca - ASPI 3 Environmental Impact Assessment study for Hovsan Wastewater Treatment Plant Sea Outfall Construction Section 2 : Appendices Sensitive environment Parameters Less sensitive environment (vulnerable fishes) Concentration of suspended solids in the receiving water must not be Suspended Solids increased by more than : 0.25 mg/l 0.75 mg/l When concentration of suspended solids in the receiving water exceeds 30 mg/l, then the above parameters can be equal to 5% of suspended solids concentration. It is forbidden to allow discharge of wastewater into the environment if suspended solids in the wastewater settles down at 0.4 mm/sec while in the water body settlement speed is 0.2 mm/sec. No signs of oil products, oils, fats, or other floating substances are Floating substances permissible on the surface of water No odor, taste and color transmissible to fish meat are permissible in Color, odor and taste the water Water temperature of receiving body must not be increased by more than 50C in comparison with natural temperature of water body. Water Temperature for fish living in relatively cold water bodies must Temperature not exceed in summer 20°C in winter 5°C. In other water bodies, water temperature must not exceed 28°C in summer and 8°C in winter. Dissolved oxygen content Must be above following indicators in winter season : 6 mg/l 4 mg/l The dissolved oxygen content should not be less than 6 mg/l in summer in all water bodies pH Must be between 6.5 and 8.5 BOD5 (20°C) must not increase the BOD5 of the water body by more than 3,0 mg/l. However, if the dissolved oxygen content of the water body exceeds BOD 5 6.0 mg/l (for Category I) and 4.0 mg/l (for category II), it is acceptable that wastewater flows which do not have an impact on these indicators be discharged into the water bodies. Discharge of toxic substances which have harmful effect on fish, Toxic substances aquatic organisms or their feeding source are not allowed Table 2: General requirements of quality of water body after discharge of effluents December 2009 Seureca - ASPI 4 Environmental Impact Assessment study for Hovsan Wastewater Treatment Plant Sea Outfall Construction Section 2 : Appendices Maximum No Parameters Units concentration 1 Ammonia mg/l 0,05 2 Benzol mg/l 0,5 3 Boric acid mg/l 0,1 4 Hexachloran mg/l Prohibited 5 Dissolvent mg/l 0,9 6 Cadmium (Cd2+) mg/l 0,005 7 Cobalt (Co2+) mg/l 0,01 9 Magnesium (Mg2+) mg/l 50,0 9 Copper (Cu2+) mg/l 0,01 10 Arsenic mg/l 0,05 11 Nickel (Ni2+) mg/l 0,01 12 Oxidized oil acids mg/l 3,9 13 Petrolatum (paraffin and ceresin) mg/l 6,5 14 Lead (Pb2+) mg/l 0,1 15 Free chlorine (Cl-) mg/l Prohibited 16 Zink (Zn2+) mg/l 0,01 17 Carbon sulphide mg/l 1,0 18 Cyanide mg/l 0,05 19 Trichlorfon mg/l Prohibited 20 Formalin mg/l 0,25 21 Alkil sulfonate mg/l 0,5 22 Prime alkyl sulfate mg/l 0,2 23 Carbomol mg/l 1,0 24 Metazine mg/l 1,0 25 Chromolan mg/l 0,5 26 Xylene mg/l 0,05 27 Styrene mg/l 0,1 28 Toluene mg/l 0,5 29 Oil and oil related products mg/l 0,05 30 Phenol mg/l 0,001 Table 3: Toxic substances requirements of quality of water body after discharge of effluents December 2009 Seureca - ASPI 5 Environmental Impact Assessment study for Hovsan Wastewater Treatment Plant Sea Outfall Construction Section 2 : Appendices For Hovsan WWTP, based on the above mentioned charts, the regulation is as follows : Parameter Unit Permissible level pH 6.5 - 8.5 NH4 mg/l 0.5 NO2 mg/l 0.08 Suspended Solids (SS) mg/l 4.25 SSAM (synthetic surface Active mg/l 1.0 substances) Oil and grease mg/l 0.6 BOD5 mg/l 3 Table 4: Regulation applicable to Hovsan WWTP effluent December 2009 Seureca - ASPI 6 Environmental Impact Assessment study for Hovsan Wastewater Treatment Plant Sea Outfall Construction Section 2 : Appendices Appendix 1.3 : Standards for water quality of irrigation water December 2009 Seureca - ASPI 7 Environmental Impact Assessment study for Hovsan Wastewater Treatment Plant Sea Outfall Construction Section 2 : Appendices Appendix 1.4 : Main wastewater collectors and their catchment areas within Baku City December 2009 Seureca - ASPI 8 Environmental Impact Assessment study for Hovsan Wastewater Treatment Plant Sea Outfall Construction Section 2 : Appendices Appendix 1.5 : Characteristics and map of main storm water drainage networks Average flow N° on Total Discharge Name of collector Dimensions Location discharge at map length point storm collector 700 mm 1 Aziz Aliyev (Niyazi) 889 m Akhundov garden – A. Javad street – A. Aliyev street – sea Baku bight diameter 2400 x 1000 6-9 – micro-rayons – Vorovski district, Azadlig ave. – Yusufbeyli street – M. 3 2 Azadlig 6700 m Baku bight 24 000 m /day) mm Gashgay street – Vagif ave. – R. Behbudov street – Badalbeyli street – sea 1200 mm M. Hadi street – Ashig Alesger street – Ukrayna circle – industrial complex 3 3 Ahmedli 13482 m Baku bight 16 000 m /day diameter after Z. Taghiyev – sea 2000 x 1000 J. Jabbarli street – S. Gurbanov street – Fizuli square – Rafibeyli street – Y. 4 Yusif Mammadaliyev 2643 m Baku bight mm Mammadaliyev street – sea 800 x 750 3 5 Rikhard Zorge 1377 m Kovser Safaraliyev street - 28 May street – R. Zorge street – sea Baku bight 1 500 m /day mm 1700 x 1250 3 6 Keshla storm 8849 m Ulduz metro station – Heydar Aliyev ave. – Nizami park – sea Baku bight 200 000 m /day mm, 2000 x 950 Khatai metro station – Zavokzalni rayon – Khatai ave. – Y. Safarov street – 3 7 Y. Safarov 2754 m Baku bight 12 000 m /day mm sea 8 Gunashli region 9000 m Yeni Guneshli region – Zeytunlug - sea Baku bight th 1000 mm Neftchiler metro station – Restamov street – Choban-zade street – Auto 3 9 8 km storm 6870 m Baku bight 71 000 m /day diameter market – Ahmadli village – Zigh region – sea Sharifzade street – Tiflis ave. – J. Mammadguluzade street – A. 1000 x 2400 10 Samad Vurghun 5947 m Huseynzade street – Mardanov Gardashlari street – Fizuli street – Bulbul Baku bight mm ave. – Nizami street – S. Vurghun street – Neftchiler ave. – sea. TOTAL 324 000 m3/day Characteristics of main drainage pipeworks December 2009 Seureca - ASPI 9 Environmental Impact Assessment study for Hovsan Wastewater Treatment Plant Sea Outfall Construction Section 2 : Appendices 7 6 5 5 9 2 1 4 10 3 8 Storm drainage system of Baku City December 2009 Seureca - ASPI 10 Environmental Impact Assessment study for Hovsan Wastewater Treatment Plant Sea Outfall Construction Section 2 : Appendices Appendix 1.6 : Hovsan canal layout map December 2009 Seureca - ASPI 11 Environmental Impact Assessment study for Hovsan Wastewater Treatment Plant Sea Outfall Construction Section 2 : Appendices Appendix 1.7 : Location of the planned WWTPs as per existing wastewater master plan; December 2009 Seureca - ASPI 12 Environmental Impact Assessment study for Hovsan Wastewater Treatment Plant Sea Outfall Construction Section 2 : Appendices Appendix 1.8 : Wastewater reuse network profile December 2009 Seureca - ASPI 13 Environmental Impact Assessment study for Hovsan Wastewater Treatment Plant Sea Outfall Construction Section 2 : Appendices Appendix 1.9 : Sea outfall profile December 2009 Seureca - ASPI 14 Environmental Impact Assessment study for Hovsan Wastewater Treatment Plant Sea Outfall Construction Section 2 : Appendices 2.
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