Amendment Of The Regulation On The Limitation Of Emissions Of Waste Water From The Treatment, Refining And Further Processing Of Iron Ore And Iron And Steel Production And Processing Confirmation...

Original Language Title: Änderung der Verordnung über die Begrenzung von Abwasseremissionen aus der Aufbereitung, Veredelung und Weiterverarbeitung von Eisenerzen sowie aus der Eisen- und Stahlherstellung und –verarbeitun...

Read the untranslated law here: https://www.global-regulation.com/law/austria/2995274/nderung-der-verordnung-ber-die-begrenzung-von-abwasseremissionen-aus-der-aufbereitung%252c-veredelung-und-weiterverarbeitung-von-eisenerzen-sowie-aus-de.html

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202. Regulation of the Federal Minister for agriculture and forestry, environment and water management, the regulation on the limitation of emissions of waste water from the treatment, refining and further processing modifies the iron ore and iron and steel production and processing

On the basis of the § 33 paragraph of b paras 3, 4, 5 and 7 and 33 c 1 of the water law of 1959 - WRG 1959, Federal Law Gazette No 215/1959, as last amended by Federal Law Gazette I no. 98/2013, is in agreement with the Federal Minister for science, research and prescribed economic:

Ordinance of the Federal Minister for agriculture and forestry on the limitation of emissions of waste water from the treatment, refining and further processing of iron ore and iron and steel production and processing, Federal Law Gazette No. 345/1997, is amended as follows:

1. paragraph 1:

"§ 1 (1) in the water permit of an introduction of waste water, rain water or water from farms or facilities-related activities



1. preparing and refining of iron ore to the ore concentrates or 2. clean the exhaust air from activities referred to in subpara 1 with aqueous media in a stream are the emission limits set out in Annex A to prescribe. Waste water, rain water or water from establishments or plants with the activities referred to in Nos. 1 and 2 must not be conveyed a principle in a public sewer; when unavoidable, the emission limits set out in Annex A are to impose.

(2) in establishments or plants with the activities



1 agglomeration (briquetting, pelletizing and sintering) of iron ore fines, iron ore concentrates or other fine PCs-ferrous materials or 2. clean the exhaust air from activities of Z 1 using aqueous media may incur basically no sewage. The use of wet waste air cleaning procedure is required, on the basis of specific requirements for the purification of waste the emission limits set out in Annex B are in the water permit of the discharge of sewage from this wet purification of waste in a river or in a public sewer to prescribe.

(3) in the case of the water permit of a discharge of waste water from establishments or plants with the activities



1. manufacture of pig iron metal in reduction methods involving the use of iron ore concentrates, scrap metal or other ferrous materials or 2 desulphurisation of cast iron or 3. granulation and cooling slag from processes Z 1 and 2 or 4 are the cleaning of the exhaust air from activities of Z 1-3 using aqueous media in a stream or in a public sewer to impose the emission limits set out in Annex C. The activity desulphurisation of cast iron must incur basically no sewage.

(4) in the case of the water permit of a discharge of waste water from establishments or plants with the activities



1 manufacture of raw and finished steel by means of oxygen steelmaking bubbles or electric steelmaking including casting using pig iron, scrap metal or other materials or 2 further handling of crude steel produced in accordance with subpara 1 secondary metallurgical measures, such as Deoxidation, addition of alloying elements, purge gas treatment, vacuum treatment, or 3. shedding of pursuant to Nos. 1 and 2 produced steel blocks, slabs, billets, casting, etc. or 4. granulation and cooling slag from processes of Z 1-3 or 5 clean the exhaust air from activities of Z 1 to 4 using aqueous media in a stream or in a public sewage system are the emission limits set out in Annex D to prescribe.

(5) in the case of the water permit of a discharge of waste water from establishments or plants with the activities



1. manufacture of profiles, wires, circuit boards, sheets, tubes or forgings from steel by hot forming (rolling, pressing, forging) 2 manufacture of small parts made of steel by sintering of steel powder or 3. heat treatment of workpieces produced according to Z 1 or 2 without chemical change of workpiece surfaces or 4. clean the exhaust air from activities of Z 1-3 using aqueous media in a stream or in a public sewage system are to impose the emission limits specified in Annex E.

(6) in the case of the water permit of a discharge of waste water from establishments or plants with the activities



1 manufacture of profiles, wires or wire products, tapes, sheets, stampings or pipes made of steel by cold forming (cold rolling, cold pressing, diving, drawing, deep drawing) or 2 heat treatment of workpieces produced according to no. 1 without chemical change of workpiece surfaces or 3 clean of the exhaust air from activities which are Nos. 1 and 2, using aqueous media in a stream or in a public sewer to impose the emission limits set out in annex F.

(7) in the case of the water permit of a discharge of waste water from establishments or plants with the activity processing of semi-manufactured products or semi-finished products of iron or steel surfaces in the course of the iron and steel production and processing by



1 you are pickling, burning or 2 phosphating, Chromating or 3. galvanizing, Tin, copper, brassing or 4. applying plastic coating or with continuous process including the cleaning of the exhaust air from activities of Z 1 to 4 using aqueous media in a stream or in a public sewage system in Appendix G to prescribe specific emission limits.

(8) in the case of granting a discharge of waste water from establishments or plants with the activity water manufacture of iron, steel or cast iron with the steps



1 production of forms of and core or 2. melting of raw materials or 3. casting or 4. cooling and draining mould or 5 cleaning of castings or 6 heat treatment of castings without chemical change of casting surfaces, including the cleaning of the exhaust air from the steps of Z 1 through 6 using aqueous media in a stream or in a public sewer are the emission limits specified in Annex H to prescribe. Waste water from the sand preparation plant for the production of forms and core in accordance with subpara 1 must not be conveyed.

(9) the paragraphs 1 to 8 shall not apply to the introduction of



1 waste water from cooling systems and steam generators (§ 4 para. 2 Z 4.1 of General wastewater emission Regulation (AAEV), Federal Law Gazette No. 186/1996), 2. sewage from laboratories (§ 4 paragraph 2 Z 4.3 AAEV), 3. sewage from water treatment (§ 4 paragraph 2 Z 4.4 AAEV), 4. wastewater from thermal treatment of workpieces with chemical conversion of the workpiece surfaces in the course of the iron and steel production and processing (§ 4 paragraph 2 Z 6.4 AAEV) , 5. sewage from the finishing of workpiece surfaces with discontinuous method in the course of the iron and steel production and processing (§ 4 para. 2 Z 6.4 AAEV) and 6 domestic sewage from the establishments referred to in paragraphs 1 to 8.

(10) as far as this regulation contains no derogation from the General waste water emission Regulation, the General waste water emissions Ordinance applies to § 4 paragraph 7 except AAEV waste water from the cleaning of exhaust air, which when activities referred to in paragraphs 1 to 8. Are mixed waste in accordance with paragraphs 1 to 8 together, so you are the plants a such mix of sewerage to handle AAEV to associate with A to H sewage as streams of part of within the meaning of § 4 paragraph 5 to 7. Wastewater in accordance with para 1 to 8 in the frame of iron and steel production and processing used in several activities (multiple use), so those activities referred to in paragraph 1 to 8 is decisive for the limitation of emissions of multiple used waste water that last run before the introduction in a stream or in a public sewer.

(11) if at a lawfully existing introduction in accordance with paragraphs 1 to 8 for compliance with the emission limits of annexes A to H is required, or if when a requested in accordance with paragraphs 1 to 8, compliance with the emission limits of annexes A to H by other measures is ensured, among others. can following the water conditions are drawn from establishments or plants referred to in paragraph 1 to 8 specific measures either in sole or for combined eligible (stand the prevention, restraint and cleaning technology):



1. establishments and installations referred to in paragraph 1 a to 8 a) avoidance of the use of water recycled for drinking water purposes and source water, b) centralization of supply with fresh water, c) use of water in Cascades, d) separation of treated and untreated waste water, e) use of rain water, whenever this is possible.

2. in establishments or plants referred to in paragraph 1 (mineral processing) a) cover of the water demand in mineral processing through the use of ground accumulated in the development of deposits or deposits drainage or surface water, b)

Recycling of waste water (clear water), as far as this is technically possible and economically or energetically sensible due to the local conditions in an ore processing plant, c) optimizing (minimizing) the use of working and auxiliary materials in the ore processing and wastewater treatment; preferred usage of not water endangering biodegradable working and auxiliary materials; preferred usage of such substances for the recovery or restart recovery options exist; (Respecting the eco-toxicological information in the safety data sheets of used working and auxiliary materials, d) process-driven physical, physico-chemical or chemical wastewater treatment techniques (E.g., screening, filtration, sedimentation, neutralization, precipitation/flocculation), e) collection separate from sewage and recycling of mineral processing, or water purification falling residual waste and disposal of non-recyclable residues.

3. in establishments or plants referred to in paragraph 2 (agglomeration of fine parts) a) use of dry methods for cleaning the exhaust air, b) inevitable use wet methods as far as possible to the purification of recirculation of washing water, so that a specific wastewater attack of not greater than 0.5 m3 per tonne of finished product of agglomeration of obtained c) reuse of ferrous residues from the cleaning of waste water in raw material processing, d) physical, physico-chemical or chemical wastewater treatment techniques (neutralisation , Oxidation, precipitation/flocculation, sedimentation, filtration, etc.) separate direct and indirect dischargers, e) of the wastewater collection and recycling of the residues generated during wastewater treatment and disposal of non-recyclable residues, f) minimizing water consumption through extensive circulation of the cooling water, except when you use continuous cooling systems, g) reducing emissions of PAHs (polycyclic aromatic hydrocarbons) through appropriate selection of raw materials as far as possible, as well as monitoring PAH emissions through regular measurement of PAH.

4. in establishments or plants referred to in paragraph 3 and 4 (iron or steel manufacture) a) avoidance of sewage seizure or reduce water consumption by aa) using water-free or poor production and exhaust air purification techniques (eg in the pig iron desulfurization of descaling, heat treatment and similar), bb) extensive recycling of water from the direct cooling of the process, the slag granulation and cooling emulsions, as far as this is possible on the basis of the raw materials used and the products to be manufactured and, where appropriate, through intermediate cleaning procedures; as far as possible when using wet exhaust purification recirculation of washing water; Multiple use of water in consecutive work or direct cooling processes, cc) Re-use weak charged currents in other areas (eg as cooling water, cleaning water, wash water in exhaust air scrubbers); (direct use of precipitation falling on the premises, water in production or cooling processes, dd) taking low contaminated waste water from other areas of origin in the production processes, ee) usage of reservoirs for the collection of spraying losses, cleaning water or leaks, so related to a period of one year from all wastewater attack points of an integrated Smeltery total wastewater quantity of not greater than 50 to 60% of the total water demand of all water users to derive reaches , b) use of procedures for the recovery of value - or auxiliary materials from wastewater and to reuse or regeneration of process solutions, c) arrears incurred in the reproduction or reuse in the production processes or wastewater treatment (E.g. slag, ashes, dross, sludge, scale, oil), d) renunciation of the use of chlorine or chlorine splitting chemicals to cyanide oxidation; Usage of process-controlled measuring and metering equipment for the addition of formaldehyde to the chemical conversion of cyanides from pig iron manufacture, e) refraining from the use of labour or auxiliary materials with water-hazardous properties, insofar as this is possible on the basis of the production methods used; Respect of the eco-toxicological information in the safety data sheets of the used materials, f) economical and proper use of lubricants; preferred usage of lubricants, which tend not to the formation of stable aqueous emulsions, g) use physical, physico-chemical or chemical wastewater treatment procedures or their combinations for waste water currents (E.g. cyanide - and nitrite removal, chromate reduction, emulsion splitting) and for the total wastewater (neutralization, precipitation/flocculation, sedimentation, filtration, flotation), h) registration separate from the waste water and recovery of the residues generated during wastewater treatment and disposal of non-recyclable residues, i) reduction of PAH emissions (polycyclic aromatic hydrocarbons) by appropriate selection of the raw materials as far as possible , as well as monitoring PAH emissions through regular measurement of PAH.

5. in establishments or plants referred to in paragraph 5 and 6 (hot forming, cold forming) a) avoidance of sewage seizure or reduce water consumption by aa) using water-free or poor production and exhaust air purification techniques (eg in the pig iron desulfurization of descaling, heat treatment and similar), bb) extensive recycling of water from the direct cooling of the process, the slag granulation and cooling emulsions, as far as this is possible on the basis of the raw materials used and the products to be manufactured and, where appropriate, through intermediate cleaning procedures; as far as possible when using wet exhaust purification recirculation of washing water; Multiple use of water in consecutive work or direct cooling processes, cc) Re-use weak charged currents in other areas (eg as cooling water, cleaning water, wash water in exhaust air scrubbers); (direct use of precipitation falling on the premises, water in production or cooling processes, dd) taking low contaminated waste water from other areas of origin in the production processes, ee) usage of reservoirs for the collection of spraying losses, cleaning water or leaks, so related to a period of one year from all wastewater attack points of an integrated Smeltery total wastewater quantity of not greater than 50 to 60% of the total water demand of all water users to derive reaches , b) use of procedures for the recovery of value - or auxiliary materials from wastewater and to reuse or regeneration of process solutions, c) arrears incurred in the reproduction or reuse in the production processes or wastewater treatment (E.g. slag, ashes, dross, sludge, scale, oil), d) renunciation of the use of chlorine or chlorine splitting chemicals to cyanide oxidation; Usage of process-controlled measuring and metering equipment for the addition of formaldehyde to the chemical conversion of cyanides from pig iron manufacture, e) refraining from the use of labour or auxiliary materials with water-hazardous properties, insofar as this is possible on the basis of the production methods used; Respect of the eco-toxicological information in the safety data sheets of the used materials, f) economical and proper use of lubricants; preferred usage of lubricants, which tend not to the formation of stable aqueous emulsions, g) use physical, physico-chemical or chemical wastewater treatment procedures or their combinations for waste water currents (E.g. cyanide - and nitrite removal, chromate reduction, emulsion splitting) and for the total wastewater (neutralization, precipitation/flocculation, sedimentation, filtration, flotation), h) registration separate from the waste water and recovery of the residues generated during wastewater treatment and disposal of non-recyclable residues.

6 in establishments or plants in accordance with para 7 (continuous surface finishing) a) use of production techniques, where working and auxiliary materials are used, for which there is value materials recovery procedures (E.g. retardation, crystallization, Pyrohydrolysis, electrolysis, extraction, Ion Exchange), b) treatment process baths (bath care) using methods such as membrane filtration, ion exchange, electrolysis or thermal methods to the broadest extension of the bath life, c) retention of bath ingredients using low-carryover goods transport methods, Splash Guard and the like , d) multiple use of water using appropriate techniques such as circulation washing equipment, Kaskadenspültechnik, etc., e) recovery or recycling appropriate bath ingredients from cleaning in the process baths, f) waiver of the usage of organic chelating agents, a total degradation by aerobic microorganisms by have not greater than 80% after a test period of 28 days (ÖNORM EN ISO 7827:2013 04 15); Renunciation of the use of elemental chlorine or hypochlorite in the cyanide oxidation; Renunciation of the use of solvents and cleaning agents that contain organically bound halogens, g)

the other waste separate collection and cleaning cyanid-, chromat-, nitrites or chelating agents containing partial currents, h) use physical, physico-chemical or chemical wastewater treatment procedures or their combinations for the treatment of waste water part flows or for the overall waste water (sedimentation, neutralization, oxidation/reduction, precipitation/flocculation, filtration, ion exchange, flotation, membrane technology), i) collection separate from sewage and recycling of the residues generated during wastewater treatment and disposal of non-recyclable residues.

7 in establishments or plants referred to in paragraph 8 (iron, steel and cast iron) a) reduction of wastewater seizure by aa) dry techniques for cleaning the exhaust air from the melting, casting, slag granulating, casting Formen-and core manufacturing as well as old sand recycling, bb) extensive recycling of cleaning and direct cooling water cooling emulsions and rinse water, sewage from the old sand preparation plant, water from the pressure testing of pipes, fittings and fixtures, as well as by waste water from the cleaning of exhaust , unless wet exhaust air cleaning methods are used, cc) separation of waste water in high and weak charged currents with re-use of weak polluted wastewater in other processes, dd) multiple use of wastewater in consecutive processes, if necessary, after interim treatment, so that a specific process wastewater attack; possible good iron, steel or cast iron (except investment casting) from 0.5 to 5.0 m3 per tonne

b) utmost renunciation of the use of raw materials, labour or auxiliary materials with water-hazardous properties (E.g. in mould manufacture or core); Respecting the eco-toxicological information in the safety data sheets of used raw materials, labor or AIDS, c) refraining from the use of cleaning and solvents that contain organically bound halogens; "(Verzicht auf den Einsatz von Elementarchlor oder Hypochlorit zuder Cyanidentfernung, d) use of physical, physico-chemical or chemical wastewater treatment processes (neutralization, sedimentation, oxidation/reduction, precipitation/flocculation, filtration, Ion Exchange) or their combinations for waste water currents or the total effluent, e) entry separate from the waste water and recovery of residue incurred in production or at the sewage treatment and disposal of non-recyclable residues."

2. paragraph 2:

„§ 2. "Through below mentioned parameters of the annexes A to H are hazardous sewage ingredients according to § 33 b (2) and 11 of the water law of 1959 (WRG), Federal Law Gazette No. 215/1959, as amended by Federal Law Gazette I no. 98/2013, captured: arsenic, lead, cadmium, chrome overall, chromium VI, copper, nickel, mercury, zinc, Tin, ammonium, cyanide easily freisetzbar, nitrite, AOX, hydrocarbon index and phenol index."

3. in article 3, paragraph 1 and 3, the word "Emission value" is replaced by the word "Containment" and the phrase "emissivity" by the phrase "the CAP".

4. at the end of section 3, paragraph 1, the phrase is inserted after the phrase "Size of the maximum day waste water volume":

"of those Abwasser(Teil)ströme, that contain this ingredient."

5. in section 3, paragraph 2, the phrase "Processing plant in accordance with section 1, paragraph 9" is replaced by the phrase "Finishing plant in accordance with § 1 para 1", the word "Emission value" by "Cap" and each the phrases "emissivity" by the phrases "the CAP".

6 in section 3, paragraph 3, the phrase "a facility pursuant to section 1, paragraph 10" is replaced by the phrase "a plant in accordance with § 1 para 2".

7. in article 4, paragraph 1, the phrase "An emission value" is replaced by the phrase "A cap".

8 § 4 par. 2 No. 1 is:



"1. If no other arrangements be made in the Z 2-4, an emission limit applies to a wastewater parameters of annexes A to H complied, when five consecutive measurements four measurements is not greater than the emission limitation and only a measured value exceeds the emission limit to no more than 50% (" 4 out of 5 "rule)."

9. in section 4, paragraph 2, no. 2 is the word "Parameters" by the word "Parameters" and the phrase "emissivity" replaced by the phrase "the CAP".

10 § 4 para 3 No. 1 is:



"1. If no other provisions are taken with the Z 2, the measurement is to repeat, if monitoring carried out up to four times in the year of introduction a measured value of a waste water parameter of the facilities of A is detected in up to H, which lies between the emission limitation and their 1,5fachem. The measured value is not greater than the emission limitation, the repeat measurement, the emission limit is considered met. "More frequent monitoring in the year that is considered" 4 out of 5 "rule in accordance with paragraph 2."

11. According to section 5 paragraph 2 is added:

"(3) sections 1 to 3, article 4, para. 1, para. 2 Z 1 and 2 and paragraph 3 Z 1, section 5, subsection 4 and section 6 and the annexes A to I in the version of regulation BGBl. II Nr 202/2014 with the day following the proclamation into force."

(4) upon entry into force of regulation Federal Law Gazette II No. 202 / 2014 lawfully existing discharges in accordance with § 1 para 1 to 8, the following applies:



1 was for the introduction never a first-time General adjustment in accordance with § 33c 1959 raised WRG and is not 33 c para 6 to a facility in accordance with § Z 1 WRG 1959, as she has in accordance with § 33 c para 1 WRG 1959 in accordance with § 33 c para 6 WRG 1959 period of five years after entry into force of the regulation the emission limits in the annexes A to H (for an other parameters of wastewater in accordance with § 4 para 3 AAEV of appropriate emission limit of Annex A the) AAEV) to meet. Was for the introduction never a first-time General adjustment in accordance with § 33c 1959 raised WRG and is a facility in accordance with § 33 c para 6 Z 1 WRG 1959, so has the introduction in accordance with § 33 c para 1 WRG 1959 in accordance with § 33 c para 6 hrs 1959 period of four years after the publication of the implementing decision of the Commission's conclusions to the best available techniques (BAT) in accordance with the industrial emissions directive 2010/75/EC (integrated prevention and control of Environmental pollution) (hereinafter: IE directive), OJ No. L 334 of the 17.12.2010 S 17, as amended by the amending OJ No. L 158 of the 19.06.2012 S 25, in the iron and steel production (OJ No. L 70 of the dritter, S 63-98) the emission limits in the annexes A to H (for an other parameters of wastewater in accordance with § 4 para 3 AAEV of appropriate emission limit of Annex A the AAEV) to meet.

2. for the introduction already once a general obligation of adjustment in accordance with § 33 c paragraph 1 raised WRG 1959 and is a facility in accordance with § 33 c para 6 Z 1 WRG 1959, so has the introduction in accordance with § 33 c para 1 WRG 1959 in accordance with § 33 c para 6 hrs 1959 period of four years after the publication of the implementing decision of the Commission's conclusions to the best available techniques (BAT) the directive IE in the iron - and steelmaking the "Emission limits of annexes A to H (for an other parameters of wastewater in accordance with § 4 para 3 AAEV of appropriate emission limit of Annex A the AAEV) to match."

12 the following section 6 is added:

„§ 6. Through this regulation, the provisions of the following legal acts of the European Union with regard to industrial emissions are implemented:



1. IE directive;

2. implementing decision of the Commission's conclusions on the best available techniques (BAT) the directive IE in the iron and steel production. "

13. the annexes of A are up to I:

'Annex A

Emission limits in accordance with article 1, paragraph 1

(Iron ore processing)

 





 





I)







 





Requirements for discharges into a stream









A. 1 General parameters







 







Temperature





30 ° C







Fish toxicity GF

a)





2







The filtrierbare substances

b), c)





50 mg / l

d)

0.2 kg/t e)







Ph





6.5-8.5

f)









A. 2 inorganic parameters







 







Iron

ber. as Fe





2.0 mg / l







Nitrite

ber. as N





1.0 mg / l









A. 3 organic parameters







 







Chem. Oxygen demand (COD)

ber. as O2

g)





75 mg / l







Hydrocarbon index





5.0 mg / l







              





(a) the parameter is in the framework of external monitoring in accordance with § 4 para 3 in case of justified suspicion or concrete note of rivers-damaging effect of sewage discharge, but not to insert in the framework of monitoring in accordance with article 4, paragraph 2.

(b) the definition for the parameters of the filtration bare eliminates the need of a setting for the parameter removable fabrics fabrics.

c)

The parameter of the filtration bare fabrics are both to impose the emission limit for the concentration of as also the emission limit for the specific cargo.

(d) is the cover of the water consumption of a plant or a plant in accordance with § 1 para 2 by drawing water from a surface water, so the sum of the concentration value in column I and the content of the surface water in the filtering logic is considered substances (in mg/l) at the place of the surface water in the Probenahmezeitraum of waste water monitoring emission limits; preparation of extracted water is the laying down on the flow of the water treatment plant.

(e) the emission limit refers to the ton of ore raw material, which is enforced by a wet processing and refining plant in accordance with § 1 para 1 (or the wet part of a combined wet and dry system). The emission limit applies for a wet processing and refining plant, from which a processing and finishing product with a mass fraction of the grain fraction less than 0.01 mm of no less than 40 kg per dry matter of ton of (according to 4 mass % of dry matter) is won. The mass fraction of the grain fraction is less than 0.01 mm less than 40 kg per ton of dry matter of processing and finishing product, an emission limitation equivalent to 0.5% of mass share of the grain fraction is less than to comply with 0.01 mm in the dry weight of the processing and finishing product. The term pre-treatment and finishing product includes all mass flows, leaving the wet part of a processing and refining plant.

f) is in accordance with § 4 para. 2 No. 4 measured pH of the commercial water before use in the process at pH 8.3 or higher, so the emission limit is only considered exceeded, if the pH-value in the sequence of the plant is more than 0.2 units about which of the utility water. The emission limit applies when applying this rule anyway, as exceeded, if the pH of 9.0 is met or exceeded.

(g) the definition for the cod parameter eliminates a setting for the parameter TOC and BOD5.

Annex B

Emission limits in accordance with section 1, paragraph 2

(Agglomeration of fine parts)

 





 





I)





II)







 





Requirements for discharges into a stream





Requirements for discharges into a public sewer









B. 1 General parameters







 





 







Temperature





30 ° C





35 ° C







Fish toxicity GF

a)





6





no adverse effects of biological degradation processes







The filtrierbare substances

b)





50 mg / l

c), d)





250 mg / l







Ph





6.5-8.5

e)





6.5-9.5









B. 2 inorganic parameters







 





 







Lead

ber. as Pb

f), g)





0.5 mg / l

0.25 g / t





0.5 mg / l

0.25 g / t







Cadmium

ber. as CD

f), g)





0.1 mg / l

0.05 g / t





0.1 mg / l

0.05 g / t







Chromium total

ber. as CR

f), g)





0.5 mg / l

0.25 g / t





0.5 mg / l

0.25 g / t







Iron

ber. as Fe

f)





2.0 mg / l

1.0 g / t





2.0 mg / l

1.0 g / t







Copper

ber. CU

f), g)





0.5 mg / l

0.25 g / t





0.5 mg / l

0.25 g / t







Mercury

ber. as Hg

f), g)





0.005 mg / l

0.0025 g / t





0.005 mg / l

0.0025 g / t







Zinc

ber. as Zn

f), g)





1.0 mg / l

0.5 g / t





1.0 mg / l

0.5 g / t







Ammonium

ber. as N





20 mg / l





h)







Fluoride

ber. as F





30 mg / l





30 mg / l







Nitrite

ber. as N





1.0 mg / l





10 mg / l







Sulphite

ber. as SO3





1.0 mg / l





10 mg / l







Total born nitrogen (TNb)

ber. as N





45 mg / l





-









B. 3 organic parameters







 





 







Chem. Oxygen demand (COD)

ber. as O2

f), i)





150 mg / l

75 g / t

j)





-







 





 





 







              





(a) the parameter is in the framework of external monitoring in accordance with § 4 para 3 in case of justified suspicion or concrete note of rivers-damaging effect of sewage discharge, but not to insert in the framework of monitoring in accordance with article 4, paragraph 2.

(b) the definition for the parameters of the filtration bare eliminates the need of a setting for the parameter removable fabrics fabrics.

(c) is the cover of the water consumption of a plant or a plant in accordance with § 1 para 2 by drawing water from a surface water, so the sum of the concentration value in column I and the content of the surface water in the filtering logic is considered substances (in mg/l) at the place of the surface water in the Probenahmezeitraum of waste water monitoring emission limits; preparation of extracted water is the laying down on the flow of the water treatment plant.

(d) an emission limit of 30 mg / l and for the activity of pelleting applies to for plants and plants that perform an industrial activity referred to in annex I to the directive of IE, the sintering activity an emission limit of 50 mg / l.

(e) is in accordance with § 4 para. 2 No. 4 measured pH of the commercial water before use in the process at pH 8.3 or higher, so the emission limit is only considered exceeded, if the pH-value in the sequence of the plant is more than 0.2 units about which of the utility water. The emission limit applies when applying this rule anyway, as exceeded, if the pH of 9.0 is met or exceeded.

(f) the emission limit for the production of specific cargo is to require in addition to the emission limit for the concentration; It refers to the ton of installed production capacity for agglomeration finished product of a system in accordance with section 1, paragraph 2.

(g) for plants and plants that perform an industrial activity referred to in annex I to the directive of IE, the sum of arsenic (as), cadmium (CD), chromium (CR), copper (CU), mercury (Hg), nickel (NI) is, with an emission limit of 0.1 mg / l for the activity to comply with lead (Pb) and zinc (Zn) sintering and 0.55 mg / l for the activity of pelleting.

h) risk of odour nuisance or danger of corrosion of cement-bound materials in the area of public sewage or wastewater treatment plant the emission limitation according to ÖNORM B 2503:2012 08 is set 01.

(i) setting for the parameter cod eliminates a setting for the parameter TOC and BOD5.

(j) an emission limit of 100 mg / l cod in addition applies the sintering activity for plant and equipment, carrying out an industrial activity referred to in annex I to the directive of the IE.

Appendix C

Emission limits in accordance with § 1 para. 3

(Pig iron production)

 





 





I)





II)







 





Requirements for discharges into a stream





Requirements for discharges into a public sewer









C. 1 General parameters







 





 







Temperature





35 ° C





35 ° C







Fish toxicity GF

a)





4





no adverse effects of biological degradation processes







The filtrierbare substances

b)





50 mg / l

c), d)





200 mg / l

e)







Ph





6.5-8.5

f)





6.5-9.5









C. 2 inorganic parameters







 





 







Lead

ber. as Pb





0.5 mg / l





0.5 mg / l







Iron

ber. as Fe





2.0 mg / l





2.0 mg / l







Copper

ber. CU





0.5 mg / l





0.5 mg / l







Nickel

ber. as NI





0.5 mg / l





0.5 mg / l







Mercury

ber. as Hg





0.005 mg / l





0.005 mg / l







Zinc

ber. as Zn





2.0 mg / l





2.0 mg / l







Cyanide easily releasable

ber. as CN





0.4 mg / l





0.5 mg / l

g)







Fluoride

ber. as F





30 mg / l





30 mg / l







Nitrite

ber. as N





1.0 mg / l





10 mg / l









C. 3 organic parameters








 





 







Chem. Oxygen demand (COD)

ber. as O2

h)





100 mg / l





-







Hydrocarbon index





5 mg / l





5 mg / l







Phenol index

ber. as phenol





0.1 mg / l





10 mg / l







 





 





 







              





(a) the parameter is in the framework of external monitoring in accordance with § 4 para 3 in case of justified suspicion or concrete note of rivers-damaging effect of sewage discharge, but not to insert in the framework of monitoring in accordance with article 4, paragraph 2.

(b) the specifications for the parameters of the filtration bare spare materials specification for the parameter removable fabrics.

(c) is the cover of the water consumption of a plant or a plant in accordance with § 1 para 3 by drawing water from a surface water, so the sum of the concentration value in column I and the content of the surface water in the filtering logic is considered substances (in mg/l) at the place of the surface water in the Probenahmezeitraum of waste water monitoring emission limits; preparation of extracted water is the laying down on the flow of the water treatment plant.

(d) an emission limit of 30 mg / l for plants and plants that perform an industrial activity referred to in annex I of the directive of IE, applies to waste water from giant gas processing.

(e) in some cases, a higher emission limit is allowed, unless it is ensured that it comes to no deposits, disrupting the operations of the public sewer system or sewage treatment plant.

f) is in accordance with § 4 para. 2 No. 4 measured pH of the commercial water before use in the process at pH 8.3 or higher, so the emission limit is only considered exceeded, if the pH-value in the sequence of the plant is more than 0.2 units about which of the utility water. The emission limit applies when applying this rule anyway, as exceeded, if the pH of 9.0 is met or exceeded.

(g) in some cases, a higher emission limit is allowed, provided that there is no impairment of operation of public sewerage and the biological degradation processes in the public waste water treatment plant.

h) setting for the parameter cod eliminates the need of a definition for the parameters of TOC and BOD5.

Annex D

Emission limits in accordance with § 1 para 4

(Steel production)

 





 





I)





II)







 





Requirements for discharges into a stream





Requirements for discharges into a public sewer









D. 1 General parameters







 





 







Temperature





30 ° C





35 ° C







Fish toxicity GF

a)





2





no adverse effects of biological degradation processes







The filtrierbare substances

b)





50 mg / l

c), d)





200 mg / l

e)







Ph





6.5-8.5

f)





6.5-9.5









D. 2 inorganic parameters







 





 







Lead

ber. as Pb





0.5 mg / l





0.5 mg / l







Chromium total

ber. as CR





0.5 mg / l





0.5 mg / l







Iron

ber. as Fe





2.0 mg / l





2.0 mg / l







Copper

ber. CU

g)





0.5 mg / l





0.5 mg / l







Nickel

ber. as NI





0.5 mg / l





0.5 mg / l







Mercury

ber. as Hg





0.005 mg / l





0.005 mg / l







Zinc

ber. as Zn





1.0 mg / l





1.0 mg / l







Fluoride

ber. as F





30 mg / l





30 mg / l







Phosphorus total

ber. as P





2.0 mg / l





-









D. 3 organic parameters







 





 







Chem. Oxygen demand (COD)

ber. as O2

h)





50 mg / l





-







Hydrocarbon index





5 mg / l





5 mg / l







 





 





 







              





(a) the parameter is in the framework of external monitoring in accordance with § 4 para 3 in case of justified suspicion or concrete note of rivers-damaging effect of sewage discharge, but not to insert in the framework of monitoring in accordance with article 4, paragraph 2.

(b) the definition for the parameters of the filtration bare eliminates the need of a setting for the parameter removable fabrics fabrics.

(c) is the cover of the water consumption of a plant or a plant in accordance with § 1 para 4 by drawing water from a surface water, so the sum of the concentration value in column I and the content of the surface water in the filtering logic is considered substances (in mg/l) at the place of the surface water in the Probenahmezeitraum of waste water monitoring emission limits; preparation of extracted water is the laying down on the flow of the water treatment plant.

(d) an emission limit of 20 mg / l applies to for plants and plants that perform an industrial activity referred to in annex I to the directive of IE, the activity continuous casting.

(e) in some cases, a higher emission limit is allowed, unless it is ensured that it comes to no deposits, disrupting the operations of the public sewer system or sewage treatment plant.

f) is in accordance with § 4 para. 2 No. 4 measured pH of the commercial water before use in the process at pH 8.3 or higher, so the emission limit is only considered exceeded, if the pH-value in the sequence of the plant is more than 0.2 units about which of the utility water. The emission limit applies when applying this rule anyway, as exceeded, if the pH of 9.0 is met or exceeded.

(g) notices of payment due is required only for predominant use of iron-containing secondary materials in the production of crude steel.

h) setting for the parameter cod eliminates the need of a definition for the parameters of TOC and BOD5.

Attachment E

Emission limits in accordance with section 1, paragraph 5

(Hot forming)

 





 





I)





II)







 





Requirements for discharges into a stream





Requirements for discharges into a public sewer









E. 1 General parameters







 





 







Temperature





30 ° C





35 ° C







Fish toxicity GF

a)





2





no adverse effects of biological degradation processes







The filtrierbare substances

b)





50 mg / l

c)





200 mg / l

d)







Ph





6.5-8.5

e)





6.5-9.5









E. 2 inorganic parameters







 





 







Chromium total

ber. as CR





0.5 mg / l

f)





0.5 mg / l

f)







Iron

ber. as Fe





2.0 mg / l





2.0 mg / l







Nickel

ber. as NI





0.5 mg / l

f)





0.5 mg / l

f)







Zinc

ber. as Zn





1.0 mg / l





1.0 mg / l







Ammonium

ber. as N





5.0 mg / l





5.0 mg / l







Phosphorus total

ber. as P





2.0 mg / l





-









E. 3 organic parameters







 





 







Chem. Oxygen demand (COD)

ber. as O2

g)





75 mg / l

h)





-







Hydrocarbon index





10 mg / l





20 mg / l







              





(a) the parameter is in the framework of external monitoring in accordance with § 4 para 3 in case of justified suspicion or concrete note of rivers-damaging effect of sewage discharge, but not to insert in the framework of monitoring in accordance with article 4, paragraph 2.

(b) the specifications for the parameters of the filtration bare spare materials specification for the parameter removable fabrics.

(c) is the cover of the water consumption of a plant or a plant referred to in § 1 section 5 by drawing water from a surface water, so the sum of the concentration value in column I and the content of the surface water in the filtering logic is considered substances (in mg/l) at the place of the surface water in the Probenahmezeitraum of waste water monitoring emission limits; preparation of extracted water is the laying down on the flow of the water treatment plant.

d)

In some cases, a higher emission limit is allowed, unless it is ensured that it comes to no deposits, disrupting the operations of the public sewer system or sewage treatment plant.

(e) is in accordance with § 4 para. 2 No. 4 measured pH of the commercial water before use in the process at pH 8.3 or higher, so the emission limit is only considered exceeded, if the pH-value in the sequence of the plant is more than 0.2 units about which of the utility water. The emission limit applies when applying this rule anyway, as exceeded, if the pH of 9.0 is met or exceeded.

an emission limit of 0.2 mg / l f) applies to wastewater from hot wide strip lines.

(g) the definition for the cod parameter eliminates a setting for the parameter TOC and BOD5.

In wastewater from the production of tubes or profiles with use of procedures of direct lubrication 200 mg / l.

Appendix F

Emission limits in accordance with § 1 para 6

(Cold forming)

 





 





I)





II)







 





Requirements for discharges into a stream





Requirements for discharges into a public sewer









F. 1 General parameters







 





 







Temperature





30 ° C





35 ° C







Fish toxicity GF

a)





4





no adverse effects of biological degradation processes







The filtrierbare substances

b)





50 mg / l

c)





200 mg / l

d)







Ph





6.5-8.5

e)





6.5-9.5









F. 2 inorganic parameters







 





 







Chromium total

ber. as CR





0.5 mg / l





0.5 mg / l







Chromium VI

ber. as CR





0.1 mg / l





0.1 mg / l







Iron

ber. as Fe





2.0 mg / l





2.0 mg / l







Copper

ber. CU





0.5 mg / l





0.5 mg / l







Nickel

ber. as NI





0.5 mg / l





0.5 mg / l







Zinc

ber. as Zn





1.0 mg / l





1.0 mg / l







Fluoride

ber. as F





30 mg / l





30 mg / l







Nitrate

ber. as N





20 mg / l





-







Nitrite

ber. as N





1.5 mg / l





10 mg / l







Phosphorus total

ber. as P





2.0 mg / l





-









F. 3 organic parameters







 





 







Chem. Oxygen demand (COD)

ber. as O2

f)





200 mg / l





-







Hydrocarbon index





10 mg / l





20 mg / l







              





(a) the parameter is in the framework of external monitoring in accordance with § 4 para 3 in case of justified suspicion or concrete note of rivers-damaging effect of sewage discharge, but not to insert in the framework of monitoring in accordance with article 4, paragraph 2.

(b) the specifications for the parameters of the filtration bare spare materials specification for the parameter removable fabrics.

(c) is the cover of the water consumption of a plant or a plant referred to in § 1 section 6 by drawing water from a surface water, so the sum of the concentration value in column I and the content of the surface water in the filtering logic is considered substances (in mg/l) at the place of the surface water in the Probenahmezeitraum of waste water monitoring emission limits; preparation of extracted water is the laying down on the flow of the water treatment plant.

(d) in some cases, a higher emission limit is allowed, unless it is ensured that it comes to no deposits, disrupting the operations of the public sewer system or sewage treatment plant.

(e) is in accordance with § 4 para. 2 No. 4 measured pH of the commercial water before use in the process at pH 8.3 or higher, so the emission limit is only considered exceeded, if the pH-value in the sequence of the plant is more than 0.2 units about which of the utility water. The emission limit applies when applying this rule anyway, as exceeded, if the pH of 9.0 is met or exceeded.

(f) setting for the parameter cod eliminates a setting for the parameter TOC and BOD5.

Appendix G

Emission limits in accordance with section 1, paragraph 7

(Continuous surface finishing)

 





 





I)





II)







 





Requirements for discharges into a stream





Requirements for discharges into a public sewer









G. 1 General parameters







 





 







Temperature





30 ° C





35 ° C







Fish toxicity GF

a)





4





no adverse effects of biological degradation processes







The filtrierbare substances

b)





50 mg / l

c)





200 mg / l







Ph





6.5 9.0





6.5-9.5









G. 2 inorganic parameters







 





 







Lead

ber. as Pb





0.5 mg / l





0.5 mg / l







Chromium total

ber. as CR





0.5 mg / l





0.5 mg / l







Chromium VI

ber. as CR





0.1 mg / l





0.1 mg / l







Iron

ber. as Fe





2.0 mg / l





2.0 mg / l







Copper

ber. CU





0.5 mg / l





0.5 mg / l







Nickel

ber. as NI





0.5 mg / l





0.5 mg / l







Zinc

ber. as Zn





2.0 mg / l





2.0 mg / l







Tin

ber. as SN





1.0 mg / l





1.0 mg / l







Cyanide easily releasable

ber. as CN





0.1 mg / l





0.1 mg / l







Fluoride

ber. as F





20 mg / l





20 mg / l







Nitrate

ber. as N





40 mg / l





-







Nitrite

ber. as N





1.5 mg / l





10 mg / l







Phosphorus total

ber. as P





2.0 mg / l





-









G. 3 organic parameters







 





 







Chem. Oxygen demand (COD)

ber. as O2

d)





200 mg / l





-







Adsorb org. b. halogens (AOX)

ber. as CL

e)





1.0 mg / l





1.0 mg / l







Hydrocarbon index





5 mg / l





5 mg / l







              





(a) the parameter is in the framework of external monitoring in accordance with § 4 para 3 in case of justified suspicion or concrete note of rivers-damaging effect of sewage discharge, but not to insert in the framework of monitoring in accordance with article 4, paragraph 2.

(b) the definition for the parameters of the filtration bare eliminates the need of a setting for the parameter removable fabrics fabrics.

(c) is the cover of the water consumption of a plant or a plant in accordance with § 1 para 2 by drawing water from a surface water, so the sum of the concentration value in column I and the content of the surface water in the filtering logic is considered substances (in mg/l) at the place of the surface water in the Probenahmezeitraum of waste water monitoring emission limits; preparation of extracted water is the laying down on the flow of the water treatment plant.

(d) the definition for the cod parameter eliminates a setting for the parameter TOC and BOD5.

(e) the establishment of the AOX parameter avoids a definition for the parameter of POX.

Attachment H

Emission limits in accordance with § 1, para 8

(Iron, steel and cast iron)

 





 





I)





II)







 





Requirements for discharges into a stream





Requirements for discharges into a public sewer









H. 1 General parameters







 





 







Temperature





35 ° C





35 ° C







Fish toxicity GF

a)





2





no adverse effects of biological degradation processes







The filtrierbare substances

b)





50 mg / l

c)





250 mg / l







Ph





6.5-8.5

d)





6.5-9.5









H. 2 inorganic parameters







 





 







Arsenic

ber. as





0.1 mg / l





0.1 mg / l








Lead

ber. as Pb





0.5 mg / l





0.5 mg / l







Cadmium

ber. as CD





0.1 mg / l





0.1 mg / l







Chromium total

ber. as CR





0.5 mg / l





0.5 mg / l







Iron

ber. as Fe





2.0 mg / l





2.0 mg / l







Copper

ber. CU





0.5 mg / l





0.5 mg / l







Nickel

ber. as NI





0.5 mg / l





0.5 mg / l







Zinc

ber. as Zn





2.0 mg / l





2.0 mg / l







Ammonium

ber. as N





10 mg / l





-







Cyanide easily releasable

ber. as CN





0.1 mg / l





0.5 mg / l

e)









H. 3 organic parameters







 





 







Chem. Oxygen demand (COD)

ber. as O2

f)





200 mg / l





-







Adsorb org. b. halogens (AOX)

ber. as CL

g)





1.0 mg / l





1.0 mg / l







Hydrocarbon index





10 mg / l





20 mg / l







Phenol index

ber. as phenol





2.5 mg / l





25 mg / l

e)







              





(a) the parameter is in the framework of external monitoring in accordance with § 4 para 3 in case of justified suspicion or concrete note of rivers-damaging effect of sewage discharge, but not to insert in the framework of monitoring in accordance with article 4, paragraph 2.

(b) the definition for the parameters of the filtration bare eliminates the need of a setting for the parameter removable fabrics fabrics.

(c) is the cover of the water consumption of a plant or a plant in accordance with § 1 para 2 by drawing water from a surface water, so the sum of the concentration value in column I and the content of the surface water in the filtering logic is considered substances (in mg/l) at the place of the surface water in the Probenahmezeitraum of waste water monitoring emission limits; preparation of extracted water is the laying down on the flow of the water treatment plant.

(d) is in accordance with § 4 para. 2 No. 4 measured pH of the commercial water before use in the process at pH 8.3 or higher, so the emission limit is only considered exceeded, if the pH-value in the sequence of the plant is more than 0.2 units about which of the utility water. The emission limit applies when applying this rule anyway, as exceeded, if the pH of 9.0 is met or exceeded.

(e) in some cases, a higher emission limit is allowed, if there will be any impairment of operation of public sewerage and the biological degradation processes in the public waste water treatment plant.

(f) setting for the parameter cod eliminates a setting for the parameter TOC and BOD5.

(g) the definition of the AOX parameter avoids a definition for the parameter of POX.

Annex I

Method rules pursuant to section 4



1. in the determination of the mass share of the grain fraction less than 0.01 mm in accordance with Appendix A footnote e) all mass flow rates are fixed fabric quantities proportional to involve leaving the processing and finishing system (or the wet part of the plant) in the Probenahmezeitraum (Nos. 2 and 3). The determination of the fraction less than 0.01 mm according to ÖNORM B has to be 4412:1974 07 01.

2. the parameters of fish toxicity, arsenic, lead, cadmium, chrome overall, iron, copper, nickel, mercury, zinc, Tin, ammonium, fluoride, nitrate, total phosphorus, cod, AOX, to determine hydrocarbon index and phenol index systems are A to H to hand of a quantity proportional unweaned homogenized Tagesmischprobe.

3. the parameters of temperature, the filtering logic substances, pH value, chrome VI, cyanide easily releasable are nitrite and sulphite of the annexes A to H to determine samples on hand. Daily frequency and intervals of the surveys are to be determined as a function of the flow of the wastewater constituents (properties); Amounts proportional to determine concentrations and loads.

4. in the determination of the filtering logic substances in the water of a body of surface water in accordance with footnote d) Annex A and in accordance with footnote c) the equipment B to H is to proceed by analogy to Z 3. The surface water quantity are decisive for the discovery proportional amounts of, taken at the sampling times. In purification of water taken from the surface water sampling at the outlet of the water treatment plant has to be.

5. the emission limits of parameters of fish toxicity, the filtration bare materials, arsenic, lead, cadmium, chrome overall, copper, nickel, mercury, zinc, Tin, phosphorus total, cod, AOX, hydrocarbon index and phenol index of annexes A to H refer to total contents. The emission limits of the parameter of iron of the annexes A to H relate to the content of the filtered samples (membrane filtration 0,45 µm).

Phosphorus total of annexes A to H following or equivalent analysis method is based on 6 emission limits of the parameter. Phosphorus total of annexes A to H an analysis method applies to the parameters as equivalent, if their limit of determination is less than the emission limit.

 







Parameter









Method of analysis









Phosphorus total





ÖNORM EN ISO 11885:2009 11 01







Hydrocarbon index





ÖNORM EN ISO 9377-2:2001 06 01 "







 





 





Raj