Government Decree No. 61 / 2003 Coll.
Government regulations on the indicators and values of permissible pollution of surface water and waste water, the formalities for authorisation to discharge waste water into surface water and sewerage and sensitive areas
Valid
Effective from 01.03.2003
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61
GOVERNMENT REGULATION
of 29 January 2003
on the characteristics and values of permissible pollution of surface water and waste water, the formalities for the authorisation for the discharge of waste water into surface water and sewerage and sensitive areas
The Government orders the implementation of Sections 31, 32 (2) and (3), 35 (2) and 38 (5) of Act No. 254 / 2001 Coll., on Water and on the Amendment of Certain Laws (Water Act) ("the Act '):
General provisions
Subject matter
This Regulation
(a) in accordance with European Union law (1):
1. water flow water status indicators;
2. indicators and levels of permitted surface water pollution;
3. indicators and values of permissible waste water pollution;
4. indicators and values of permissible pollution of waste water for sensitive areas and for discharges of waste water into surface waters affecting water quality in sensitive areas;
5. the parameters and levels of permitted pollution for surface water sources used or intended to be used as a source of drinking water;
6. the characteristics and levels of permitted surface water pollution which are suitable for the life and reproduction of native fish species and other aquatic animals,
7. Indicators and levels of permissible surface water pollution used for bathing persons,
8. The formalities and conditions for the authorisation to discharge waste water into surface water and sewage,
9. List of priority substances and priority hazardous substances,
(b) define sensitive areas in accordance with European Union2.
Definition of terms
For the purposes of this Regulation:
(a) industrial waste waters - waste waters listed in Part B of Annex 1 to this Regulation, as well as waste waters listed in this Part of the Annex, when discharged from production facilities or similar facilities;
(b) urban waste water - waste water discharged from households or services, which is mainly produced as a product of human metabolism and household (sewage) activities or a mixture thereof with industrial waste water or with precipitation water;
(c) a source of pollution - the territory of the municipality, or, where appropriate, a separate part of the territory of the municipality, a separate part of the territory of the military exit or an industrial site or another object, if the waste water is discharged separately into surface water. The site or part of an industrial site or other site from which waste water is discharged into the system of continuous cooling of steam turbines from which it is discharged into surface water shall also be considered as a separate source of pollution,
(d) emission standards - maximum permissible values for the indicators of waste water pollution listed in Annex 1 to this Regulation;
(e) emission limits - maximum permissible values for pollution indicators of waste water as laid down by the Water Authority in the permit for discharge of waste water into surface water;
(f) type of emission standards and limits - their expression as:
1. concentration in units of mass of the substance or group of substances per litre;
2. minimum cleaning efficiency at the sewage treatment plant in percentage,
3. the quantity of discharges in mass units of the substance or group of substances over a certain period of time;
4. the relative amount of discharges in units of mass of the substance or group of substances per unit of mass of the substance or raw material used in the manufacture or product;
(g) a CE-labelled product which is an essential part of a water work intended for the treatment of waste water into a capacity of 50 equivalent inhabitants - a household sewage treatment plant; the products are classified in the categories set out in Table 1c of Annex 1 to this Regulation;
(h) good water status in the water stream - water status in the water stream corresponding to the indicators listed in Annex 2 to this Regulation;
(i) requirements for the use of water - indicators and values for the permissible pollution of surface water sources used or intended to be used as a source of drinking water, indicators and values for the permissible pollution of surface water suitable for the life and reproduction of native fish and other aquatic animals, and indicators and values for the permissible pollution of surface water used for bathing persons;
(j) the combined approach - the method of setting the target emission limits while not exceeding emission standards on the basis of the water status indicators, environmental quality standards and water use requirements set out in Annex 3 to this Regulation, and the water flow target state, taking into account the specification of the best available techniques in production 3) and the best available urban waste water disposal technologies set out in Annex 7 to this Regulation; at the same time, when setting the target emission limits, the Water Authority shall set a time limit within which the target emission limits are to be reached and the conditions under which waste water may be discharged until the target emission limits are reached; those conditions shall be laid down by the Water Authority in accordance with Paragraph 6 (2).
Formats of authorisation for discharge of waste water
Formats of authorisation for discharge of waste water into surface or sewage waters
(1) Authorisation to discharge waste water in addition to the general requirement (4) contains:
(a) the type of waste water discharged into surface water and, where appropriate, sewerage;
(b) the characteristics of the production activity and its designation according to the Classification of Economic Activities (CZ- NACE) 9;
(c) the determination of the point of discharge of the waste water for which the authorisation is issued, the name of the watercourse, the number of the hydrological order of the river basin, the name and code of the water body and the indication of the kilometer of the discharge (station) and, where appropriate, the determination of the discharge point into the drainage.
(2) Furthermore, the Water Authority always provides in the permit for discharges of waste water
(a) emission limits;
(b) the deadline for reaching the emission limits in accordance with the requirements of this Regulation in cases where, pursuant to § 38 (12) or § 127 (6) of the Act, the discharge of waste water with permissible values of indicators of waste water pollution higher than those laid down in this Regulation;
(c) the method, frequency, type and place of sampling of discharges and the place of measuring their volume at the effluent and, where appropriate, at the inflow to the sewage treatment plant;
(d) the method of carrying out analyses of discharges of waste water according to the different pollution indicators specified in the permit for discharges of waste water according to the relevant technical standard; where the relevant technical standard is not issued, the water authority shall determine the method of analysis on an individual basis on the basis of available supporting documents;
(e) how to evaluate the results of the analyses of the different pollution indicators and the results of the measurements and the determination of the volume of waste water discharges and the quantity of pollutants discharges found for the purposes of recording and checking;
(f) the method, form, frequency and date of transmission of the results of the measurements to the water authority referred to in Annex 6 to this Regulation.
(1) The best available technologies in the field of urban waste water disposal and their conditions of use are set out in Annex 7 to this Regulation.
(2) When determining the manner and conditions for the discharge of mine waters into surface waters, the water authority referred to in paragraph 1 shall act accordingly.
(1) Discharge of waste water containing biodegradable organic substances from milk processing, the production of fruit and vegetable products, the production and bottling of non-alcoholic beverages, the processing of potatoes, the meat industry, breweries, the production of alcohol and alcoholic beverages, the production of feed from vegetable products, the production of gelatine and glue from hides and skins, malts, the processing of fish, tanneries and sugar factories may only be authorised provided that their biological cleaning is ensured.
(2) Discharges of uncleaned waste water from the production of titanium dioxide cannot be authorised.
(3) The permit for discharges of waste water containing radioactive substances expressed in volume activity units into surface water shall be issued by the Water Authority according to the emission limits established by the Authority. 6)
Determination of emission limits
(1) Where waste water is discharged from a single source of pollution by multiple effluents, the Water Authority shall set emission limits for each of them.
(2) The Water Authority sets out in the authorisation for the discharge of waste water into surface emission waters the combined approach up to the emission standards set out in Annex 1 to this Regulation. At the same time, the Water Authority shall be bound by indicators expressing the water state in the water stream, the environmental quality standards set out in Annexes 2 and 3 to this Regulation and the evaluation of the prospective status10). Where effluent effluents affect a section of salmon or capre water, water tanks or other sources of surface water which are used or are expected to be used as a source of drinking water, or a section of surface water used for bathing persons, the Water Authority shall apply the water use requirements set out in Table 1a of Annex 3 to this Regulation for the calculation of emission limits. Where the combined approach calculated emission limits cannot be achieved even using the best available waste water disposal technologies and due to local natural conditions, the Water Authority shall set emission limits at the highest levels that can be achieved by using the best available waste water disposal technology or under local natural conditions.
(3) In the authorisation for the discharge of waste water into surface water, the Water Authority sets emission limits for the point of discharge. The emission limits for discharges of industrial waste water containing a particularly dangerous substance into the sewerage (Section 16 of the Act) shall be laid down by the Water Authority at the point of effluent from the facility in which the waste water is generated, unless it provides for a discharge site in accordance with paragraph 4.
(4) Where industrial waste water is cleaned in an installation intended to clean or dispose of it, the Water Authority may set emission limits for the point of discharge from that facility to the sewerage for public needs (a).
(5) In the permit for discharges of urban waste water into surface water, the Water Authority shall set emission limits up to the emission standards set out in Table 1a of Annex 1 to this Regulation or determine emission limits with the cleaning efficiency according to the values set out in Table 1b of Annex 1 to this Regulation. The emission limits established in the concentration units and the minimum efficiencies of treatment at the waste water treatment plant as a percentage are equivalent. The Water Authority shall establish for each pollution indicator only one of these types of emission limits; in one decision, the types of emission limits may be combined. If urban waste water contains a share of industrial waste water in the effluent to the waste water treatment plant, the Water Authority shall take into account the nature and composition of the treated waste water when determining the emission limits and their type.
(6) When authorising discharges of industrial waste water into surface water, the Water Authority shall set emission limits by type of production up to the emission standards set out in Tables 2 and 3 of Annex 1 to this Regulation. Where the emission standard value of the pollution indicator is not specified in Table 2 of Annex 1 to this Regulation, the Water Authority may, in justified cases, only provide for the method and frequency of monitoring of this pollution indicator in the authorisation to discharge industrial waste water.
(7) The Water Authority shall also specify in the permit for discharges of industrial waste water for each pollution indicator the "m 'values of the pollution.
(8) When authorising discharges of waste water containing dangerous substances or particularly dangerous substances (Section 39 (3) of the Act), other than those listed in Annex 1 to this Regulation, the Water Authority shall set emission limits in surface water in accordance with emission standards for pollution indicators of a similar level of damage.
(9) When authorising discharges of waste water containing a particularly dangerous substance into the sewerage, the Water Authority shall establish emission limits in accordance with the emission standards set out in Annex 1 to this Regulation. These limits shall not be contrary to the Sewerage Regulations.
(10) When authorising discharges of waste water containing pollution indicators not listed in Annex 1 or Annex 3 to this Regulation, the Water Authority shall establish emission limits, mutatis mutandis to emission standards for pollution indicators, similar levels of damage, environmental quality standards, requirements for water use and local conditions.
(11) The list of priority substances and priority hazardous substances is set out in Annex 6 to this Regulation.
Compliance with emission limits
(1) The emission standards "p" set out in Table 1a of Annex 1 to this Regulation, the emission standards set out in Tables 2 and 3 of Annex 1 to this Regulation and the emission limits set by the water authority in the waste water discharge permit shall be deemed to have been complied with if the rate of overrun does not exceed those set out in Annex 5 to this Regulation.
(2) The emission standards "m" set out in Table 1a of Annex 1 to this Regulation and the emission limits "m" set out by the water authority in the permit for discharge of waste water are not exceeded.
(3) The emission standards established as the annual proportional amount of pollution discharged in units of mass per unit of mass of the substance or raw material used in the manufacture or product listed in Table 2 of Annex 1 to this Regulation and the emission limits set by the water authority in the waste water permit are not exceeded.
(4) The emission standards set out in Table 3 of Annex 1 to this Regulation as the daily or monthly average concentrations of discharges of particularly hazardous substances and the daily or monthly proportional quantities of discharges of particularly hazardous substances and the emission limits set by the water authority in the waste water permit are not exceeded.
(5) The emission limit established as the minimum cleaning efficiency shall be respected if the number of negative results does not exceed the number set out in Annex 5 to this Regulation.
(6) The product of the annual volume of waste water discharges and the annual arithmetic mean of the results of the waste water analyses shall be decisive in assessing compliance with the annual quantity of discharges for a given pollutant or group of substances set out in the permit for discharges; the assessment of compliance with the annual quantity of discharges shall be based on the data of the previous calendar year.
(7) In order to assess compliance with the annual proportional amount of discharges laid down in the waste water permit, the ratio of the calculated annual quantity of discharges to the annual quantity of the substance or raw material used in the manufacture or product shall be decisive; the values for the previous calendar year shall be used.
(8) Monitoring under normal operating conditions shall be used to assess compliance with the waste water permit.
(9) Emission limits shall not be considered to be met if they have been achieved by proven dilution of waste water.
Measurement of the volume of effluent and its pollution
(1) If the Water Authority determines the emission limit as the permissible efficiency of the treatment, it also sets the emission limit at the inlet to the sewage treatment plant instead of measuring the quality of the effluent effluents. Where the emission limit is set as a proportion, the Water Authority shall determine the method of monitoring and recording the quantities of substances characterising the production process. This provision shall not apply to waste water treatment by means of a declared water work.
(2) In the permit for discharges of urban waste water, the Water Authority shall determine the minimum frequency of monitoring and the sample type according to the values set out in Table 1 of Annex 4 to this Regulation; in the permit for discharge of other waste water types, determine the frequency of monitoring and the type of sample appropriate to those values.
(3) In the permit for discharges of urban waste water from waste water treatment plants in categories above 2 000 equivalent inhabitants, the Water Authority shall determine the frequency and mode of monitoring of pollution in the pollution indicators Ncelk and Pcelk as set out in Table 1 of Annex 4 to this Regulation. In the permit for discharges of urban waste water from waste water treatment plants in categories above 10 000 equivalent inhabitants, the Water Authority shall determine the frequency and method of monitoring the pollution in the N-NH4 + indicator as set out in Table 1 of Annex 4 to this Regulation. In the permit for the discharge of urban waste water from waste water treatment plants in the category above 100 000 equivalent inhabitants, the Water Authority shall determine the frequency and mode of monitoring of pollution in the pollution indicator total organic carbon (TOC) as set out in Table 1 of Annex 4 to this Regulation.
(4) In an authorisation for the discharge of waste water containing particularly dangerous substances, the Water Authority may, for the purposes of determining the frequency of sampling, deduct the quantity of the particularly dangerous substance contained in the water it takes from the quantity of that substance discharged in the waste water. Such a water authority may only act if the pollution of the water collected by the particular hazardous substances was not caused by the applicant's activities. The amount of pollution in the water collected in the relevant pollution indicators shall be calculated as the product of the annual volume of water collected and the average annual concentration of pollution calculated as the arithmetic mean of all samples taken per calendar year. Where collected waters are used to deduct for several sources of pollution, the Water Authority shall allocate the amount of pollution in the pollution indicators for the purpose of deduction in proportion to the volumes of waste water discharges for each source of pollution. The Water Authority may deduct the amount of pollution contained only in the quantity of water collected corresponding to the quantity of waste water discharged.
(5) Sampling shall be evenly distributed throughout the calendar year, even if more than the minimum number of samples provided for in this Regulation is taken; This does not apply to controlled or irregular discharges of waste water and discharges of waste water from campaign production, for which the monitoring method is laid down by the Water Authority in accordance with the requirements of this Regulation and local conditions.
(6) When authorising discharges of waste water containing particularly dangerous substances listed in Table 3 of Annex 1 to this Regulation into surface water, the Water Authority shall establish a method of monitoring them on the basis of 24-hour composite samples, while measuring the daily volume of waste water discharges. Monthly averages of concentrations and relative quantities shall be determined on the basis of daily measurements of concentrations, volumes of waste water and values characterising production. When authorising discharges of industrial waste water containing these particularly dangerous substances in quantities less than those set out in Table 2 of Annex 4 to this Regulation, the Water Authority shall establish a monitoring method proportionate to local conditions.
(7) When authorising discharges of waste water containing particularly dangerous substances not listed in Table 3 of Annex 1 to this Regulation and waste water containing dangerous substances into surface water, the Water Authority shall establish a method of monitoring them with a minimum frequency of 12 pooled 24-hour sampling samples per year while measuring the volume of waste water discharges with monitoring of the concentration and quantities of such substances. When determining the monitoring method, the Water Authority shall base its level of damage, the quantity discharged over a period of time, the concentration in the waste water discharged, the local conditions and requirements of this Regulation.
(8) When authorising discharges of waste water containing particularly hazardous substances into sewerage, the Water Authority shall determine the method of measuring them by analogy with the procedure laid down in paragraphs 5 and 6.
(9) When authorising discharges of waste water containing defective substances not listed in Annex 1 to this Regulation, the Water Authority shall determine how they are measured by analogy with paragraphs 5 and 6.
(10) If the waste water is cleaned before discharge into surface water and the Water Authority determines the emission limit as the minimum cleaning efficiency, samples of waste water shall be taken at the same time for the effluent to and discharge from the sewage treatment plant into surface water. This provision shall not apply to waste water treatment by means of a declared water work.
(11) The Water Authority, in the permit for the discharge of waste water, provides that the measurement of the quality of the waste water discharged into surface water or sewerage for public use shall be carried out by an authorised laboratory.
When authorising the discharge of waste water into surface water from individual family houses and buildings for individual recreation and other buildings of similar size, the Water Authority shall act accordingly under this Regulation.
Sensitive regions
(1) All surface water bodies in the Czech Republic are defined as sensitive areas.
(2) Emission standards for sensitive areas and for discharges of waste water into surface water affecting the quality of water in sensitive areas in pollution indicators of total nitrogen and nitrogen compounds and total phosphorus correspond to the levels of these pollution indicators in Tables 1a and 1b of Annex 1 to this Regulation.
Repeal
Government Decree No. 82 / 1999 Coll., laying down the parameters and values of the permissible degree of water pollution, is hereby repealed.
Efficacy
This Government Regulation shall take effect on 1 March 2003, with the exception of the provisions of Paragraph 6 (11), which shall take effect on 1 January 2008.
Prime Minister:
PhDr. Špidla v. r.
Minister of Environment:
RNDr. Ambrozek v. r.
Příloha č. 1
Annex No. 1 to Government Decree No. 61 / 2003 Coll.
Emission standards for permissible waste water pollution indicators
A.
Urban waste water
(values for sensitive areas and other surface waters)
Table 1a: Emission standards: permissible values (p) 3, maximum values (m) 4 and average5) concentration of pollution indicators emitted by waste water in mg / l
| Kategorie ČOV (EO)1) 7) | CHSKCr | BSK5 | NL | N-NH4+ | Ncelk2),8), | Pcelk. | ||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| p3) | m4) | p3) | m4) | p3) | m4) | průměr5) | m4),6) | průměr5) | m4),6) | průměr5) | m4) | |
| < 500 11) | 150 | 220 | 40 | 80 | 50 | 80 | - | - | - | - | - | - |
| 500 - 2 000 | 125 | 180 | 30 | 60 | 40 | 70 | 20 | 40 | - | - | - | - |
| 2 001 – 10 000 | 120 | 170 | 25 | 50 | 30 | 60 | 15 | 30 | - | - | 3 | 8 |
| 10 001 – 100 000 | 90 | 130 | 20 | 40 | 25 | 50 | - | - | 15 | 30 | 2 | 6 |
| > 100 000 | 75 | 125 | 15 | 30 | 20 | 40 | - | - | 10 | 20 | 1 | 3 |
1) The categories of waste water treatment plant, expressed in number of equivalent inhabitants, are understood. The equivalent population (EO) is defined by the production of pollution 60 g BSK5 per day. The number of equivalent inhabitants for the purposes of classifying a sewage treatment plant into the size category shall be calculated from the maximum average weekly inflow load on the sewage treatment plant during the year, except for unusual situations, rainfall and floods.
For categories CHOV below 2000 EO, the calculation from the balance in BSK5 in kg per calendar year on the inflow to the treatment plant divided by 18,7 divided by Table 1a or 1b in Annex 1 and Table 1 in Annex 4 to this Regulation may be used for the purposes of classifying the treatment plant into size category (in Annex 1 and Table 1 to this Regulation).
The design parameter in the BSK5 load shall be used for the new ČOV category in the first year after construction (test operation). After initial categorisation, in case of change of load, further categorisation is carried out only with the expiry of the waste water permit.
2) Total nitrogen is an indicator which includes all forms of nitrogen.
(3) The indicated permitted concentrations "p" are not arithmetic averages per calendar year and may be exceeded to the permitted extent according to the values set out in Annex 5 to this Regulation. The Water Authority shall determine the type of sample A or B or C according to Note 3) to Table 1 of Annex 4 to this Regulation.
4) The indicated maximum concentrations of m are not exceeded. The Water Authority shall determine the sample type as set out in Table 1 of Annex 4 to this Regulation in accordance with the determination of p.
5) The indicated values are arithmetic averages of concentrations per calendar year and shall not be exceeded. The number of samples shall correspond to the annual number of samples determined by the Aquatic Authority. The Water Authority shall determine the type of sample A or B or C according to Note 3) to Table 1 of Annex 4 to this Regulation.
6) The value shall be valid for a period in which the effluent water temperature is higher than 12 ° C. For this purpose, the waste water temperature shall be considered to be above 12 ° C if, of the five measurements made during the day, three measurements were higher than 12 ° C.
7) Analysis of the effluents from biological cleaning tanks for which the approval decision has become final by the date of application of this Regulation shall be carried out in filtered samples, but the concentration of total undissolved substances shall not exceed 100 mg / l.
8) Nitrogen requirements may be checked by daily averages if it is shown that the same level of water protection is thereby ensured. In this case, the daily average shall not exceed 20 mg / l of total nitrogen for all samples if the temperature at the effluent stage of the sewage treatment plant is higher than or equal to 12 ° C. Taking into account the requirements for the function of biological nitrogen removal and the fulfilment of limits at temperatures below 12 ° C, account may be taken for the time period determined according to the regional climatic conditions laid down by the Water Authority for this pollution indicator.
9) This emission limit is set by the Water Authority for a sewage treatment plant equipped with a technological stage for the removal of phosphorus. For other waste water treatment plants, it sets this limit where this results from the determination of emission limits by the combined approach.
Table 1b: Emission standards: Permissible minimum effluent treatment efficiency (minimum percentage loss) 1), 2)
| Kategorie ČOV (EO) | CHSKCr | BSK5 | N-NH4+ | Ncelk3) | Pcelk |
|---|---|---|---|---|---|
| < 500 | 70 | 80 | - | - | - |
| 500 - 2 000 | 70 | 80 | 50 | - | - |
| 2 001 – 10 000 | 75 | 85 | 60 | - | 70 |
| 10 001 – 100 000 | 75 | 85 | - | 70 | 80 |
| > 100 000 | 75 | 85 | - | 70 | 80 |
1) Efficacy of cleaning related to the load on the influx to the sewage treatment plant.
2) The permitted cleaning efficiency may not be achieved in the number of individual determinations allowed according to the values in Annex 5 to this Regulation. For the determination of minimum cleaning efficiency, the Water Authority shall use sample type A or B or C as referred to in note 3) of Table 1 of Annex 4 to this Regulation.
3) Total nitrogen is an indicator which includes all forms of nitrogen.
Table 1c: Minimum permissible cleaning efficiency determined during the certification of the household sewage treatment plant in percentage 1) (this table applies to water works reported under § 15a of the Act)
| Třída DČOV | CHSKCr | BSK5 | NL | N-NH4+ | Pcelk |
|---|---|---|---|---|---|
| I | 70 | 80 | 90 | - | - |
| II | 75 | 85 | 90 | 75 | - |
| III | 75 | 85 | 95 | 80 | 80 |
Efficacy of cleaning determined during certification of the household sewage treatment plant according to Government Decree No. 190 / 2002 Coll., laying down technical requirements for construction products named CE, as amended and according to ČSN EN 12566-3 Small waste water treatment plants up to 50 equivalent inhabitants - Part 3: Packed and / or locally fitted household sewage treatment plants.
Class I - DOCTOR intended for normal discharge into surface water. With DCHO class I is considered to be the usual solution for the majority of sites where the use of the DCHOV is envisaged, in particular where it is demonstrated that the use of equipment of this class will not exceed the environmental quality standards set out in Annex 3 to this Regulation. The required level of carbon pollution removal is documented by the relevant certificate according to ČSN EN 12566-3.
Class II - DOCUMENTS for which increased efficiency of the removal of carbon pollution and stable nitrification is necessary due to increased protection of the receiver, in particular where increased ammonia content may cause toxic effects on aquatic ecosystems and where low water flow rates do not guarantee the achievement of environmental quality standards and water use requirements set out in Annex 3 to this Regulation. The DCHOV must guarantee sufficient aerobic sludge age at the proposed load, i.e. greater volume of activation compared to Class I or other structural element guaranteeing an increase in the concentration of suitable micro-organisms in the system e.g. biomass carrier etc.
Class III - DOCUMENTS for which a higher efficiency of nitrification and removal of phosphorus is necessary due to discharge into surface water with stricter requirements due to use of water for water purposes, etc. It is most often a Class II DOCTOR, supplemented by, for example, membrane filtration or other degree of cleaning - chemical precipitation, filtration (sand filter, ground filter), sorption etc. These DCHOV must be equipped with separate sludge storage space.
In case the purified water emitted from the DCHOV will be reused (showering, washing, watering) or discharged into bathing water, such DCHOV must also be equipped with hygiene (membrane filtration, UV, etc.).
B.
Industrial waste water
Table 2: Emission standards: permissible pollution values for waste water discharged from selected industrial and agricultural sectors
| CZ-NACE | Průmyslový obor/ukazatel | Jednotka | Přípustné hodnoty "p" a) |
|---|---|---|---|
| 01.00 | Rostlinná a živočišná výroba, myslivost a související | ||
| 01.46 | Chov prasat | ||
| CHSKCr | mg/l | 500 | |
| BSK5 | mg/l | 100 | |
| NL | mg/l | 140 | |
| N-NH4+ | mg/l | 60 | |
| N-NH4+ (Z) | mg/l | 400 | |
| Ncelk. | mg/l | 250 | |
| Ncelk. (Z) | mg/l | 500 | |
| 01.47 | Chov drůbeže | ||
| CHSKCr | mg/l | 200 | |
| BSK5 | mg/l | 50 | |
| NL | mg/l | 80 | |
| N-NH4+ | mg/l | 20 | |
| N-NH4+ (Z) | mg/l | 36 | |
| Ncelk. | mg/l | 40 | |
| Ncelk. (Z) | mg/l | 80 | |
| Pcelk. | mg/l | 10 | |
| 05.00 | Těžba a úprava černého a hnědého uhlí | ||
| 05.10 | Těžba a úprava černého uhlí | ||
| pH | - | 6-9 | |
| NL | mg/l | 40 | |
| PAU | mg/l | 0,01 | |
| Železo | mg/l | 3 | |
| Mangan | mg/l | 1 | |
| 05.20 | Těžba a úprava hnědého uhlí a lignitu | ||
| pH | - | 6-9 | |
| NL | mg/l | 40 | |
| PAU | mg/l | 0,01 | |
| Železo | mg/l | 3 | |
| Mangan | mg/l | 1 | |
| 07.00 | Těžba a úprava rud | ||
| 7.10 | Těžba a úprava železných a ostatních neželezných rud 1) | ||
| 7.29 | pH | - | 6-9 |
| NL | mg/l | 40 | |
| C10 – C40 | mg/l | 3 | |
| Arsen | mg/l | 0,5 | |
| Měď | mg/l | 1 | |
| Olovo | mg/l | 0,5 | |
| Zinek | mg/l | 3 | |
| Železo | mg/l | 5 | |
| 07.21 | Těžba a úprava uranových a thoriových rud | ||
| pH | - | 6-9 | |
| NL | mg/l | 30 | |
| 08.00 | Ostatní těžba a dobývání | ||
| 8.11 | Dobývání kamene pro výtvarné nebo stavební účely, vápence, sádrovce, křídy a břidlice | ||
| NL | mg/l | 40 | |
| C10 – C40 | mg/l | 3 | |
| 10.00 | Výroba potravinářských výrobků | ||
| 10.1 | Zpracování a konzervování masa a výroba masných výrobků | ||
| CHSKCr | mg/l | 200 | |
| BSK5 | mg/l | 50 | |
| NL | mg/l | 80 | |
| N-NH4+ | mg/l | 20 | |
| N-NH4+ (Z) | mg/l | 36 | |
| Ncelk. | mg/l | 30 | |
| Ncelk. (Z) | mg/l | 50 | |
| Pcelk. | mg/l | 10 | |
| Tuky a oleje dle ČSN 75 7509 | mg/l | 10 | |
| 10.2 | Zpracování a konzervování ryb, korýšů a měkkýšů | ||
| pH | - | 6-8,5 | |
| CHSKCr | mg/l | 250 | |
| BSK5 | mg/l | 50 | |
| N-NH4+ | mg/l | 10 | |
| Ncelk. | mg/l | 25 | |
| Pcelk. | mg/l | 2 | |
| Tuky a oleje dle ČSN 75 7509 | mg/l | 10 | |
| 10.3 | Zpracování a konzervování ovoce a zeleniny | ||
| pH | - | 6-8,5 | |
| CHSKCr | mg/l | 200 | |
| BSK5 | mg/l | 50 | |
| NL | mg/l | 40 | |
| N-NH4+ | mg/l | 20 | |
| N-NH4+ (Z) | mg/l | 36 | |
| Ncelk. | mg/l | 30 | |
| Ncelk. (Z) | mg/l | 50 | |
| Pcelk. | mg/l | 10 | |
| Tuky a oleje dle ČSN 75 7509 | mg/l | 10 | |
| 10.4 | Výroba rostlinných a živočišných olejů a tuků | ||
| pH | - | 6-8,5 | |
| CHSKCr | mg/l | 250 | |
| BSK5 | mg/l | 50 | |
| NL | mg/l | 40 | |
| Tuky a oleje dle ČSN 75 7509 | mg/l | 10 | |
| 10.5 | Výroba mléčných výrobků | ||
| pH | - | 6-8,5 | |
| CHSKCr | mg/l | 120 | |
| BSK5 | mg/l | 30 | |
| NL | mg/l | 50 | |
| N-NH4+ | mg/l | 10 | |
| N-NH4+ (Z) | mg/l | 18 | |
| Ncelk. | mg/l | 30 | |
| Ncelk. (Z) | mg/l | 50 | |
| Pcelk. | mg/l | 5 | |
| Tuky a oleje dle ČSN 75 7509 | mg/l | 10 | |
| AOX | mg/l | 0,5 | |
| 10.62 | Výroba škrobárenských výrobků | ||
| pH | - | 6-8,5 | |
| CHSKCr | mg/l | 200 | |
| BSK5 | mg/l | 50 | |
| NL | mg/l | 80 | |
| N-NH4+ | mg/l | 20 | |
| N-NH4+ (Z) | mg/l | 36 | |
| Ncelk. | mg/l | 30 | |
| Ncelk. (Z) | mg/l | 50 | |
| Pcelk. | mg/l | 10 | |
| 10.81 | Výroba cukru (přírodního) | ||
| pH | - | 6-8,5 | |
| CHSKCr | mg/l | 160 | |
| BSK5 | mg/l | 40 | |
| NL | mg/l | 80 | |
| N-NH4+ | mg/l | 10 | |
| N-NH4+ (Z) | mg/l | 20 | |
| Ncelk. | mg/l | 20 | |
| Ncelk. (Z) | mg/l | 35 | |
| Pcelk. | mg/l | 10 | |
| 10.89 | Výroba droždí | ||
| ukazatele a přípustné hodnoty podle CZ-NACE 10.62 (Výroba škrobárenských výrobků) | |||
| 10.91 10.92 | Výroba průmyslových krmiv | ||
| pH | - | 6-8,5 | |
| CHSKCr | mg/l | 250 | |
| BSK5 | mg/l | 100 | |
| Pcelk. | mg/l | 10 | |
| 11.00 | Výroba nápojů | ||
| 11.05 11.06 | Výroba piva a sladu | ||
| pH | - | 6-8,5 | |
| CHSKCr | mg/l | 130 | |
| BSK5 | mg/l | 40 | |
| NL | mg/l | 40 | |
| N-NH4+ | mg/l | 10 | |
| N-NH4+ (Z) | mg/l | 18 | |
| Ncelk. | mg/l | 20 | |
| Ncelk. (Z) | mg/l | 34 | |
| Pcelk. | mg/l | 5 | |
| AOX | mg/l | 0,5 | |
| 11.07 | Stáčení minerální a pitné vody do lahví a výroba nealkoholických nápojů | ||
| pH | - | 6-8,5 | |
| CHSKCr | mg/l | 110 | |
| BSK5 | mg/l | 25 | |
| Pcelk. | mg/l | 2 | |
| 13.00 | Výroba textilií | ||
| 13.1 13.2 13.3 13.9 | Úprava a spřádání textilních vláken a příze, tkaní, úprava a výroba textilií2) | ||
| NL | mg/l | 40 | |
| CHSKCr | mg/l | 300 | |
| BSK5 | mg/l | 50 | |
| C10 – C40 | mg/l | 5 | |
| RAS | mg/l | 2000 | |
| Chrom (VI) | mg/l | 0,3 | |
| Chrom | mg/l | 0,5 | |
| Měď | mg/l | 0,5 | |
| Nikl | mg/l | 0,5 | |
| Zinek | mg/l | 3 | |
| Železo | mg/l | 3 | |
| AOX | mg/l | 5 | |
| 15.00 | Výroba usní a souvisejících výrobků | ||
| 15.11 | Činění a úprava usní (vyčiněných kůží); zpracování a barvení kožešin | ||
| Koželužny s chromčiněním: | |||
| CHSKCr | mg/l | 500 | |
| CHSKCr | % | 80 | |
| BSK5 | mg/l | 50 | |
| NL | mg/l | 40 | |
| RAS | mg/l | 5000 | |
| N-NH4+ | mg/l | 80 | |
| N-NH4+ (Z) | mg/l | 150 | |
| Ncelk. | mg/l | 100 | |
| Ncelk. (Z) | mg/l | 175 | |
| Sulfidy | mg/l | 1,5 | |
| Chrom | mg/l | 1 | |
| Koželužny s jiným způsobem činění (třísločinění, aldehydické činění): | |||
| CHSKCr | mg/l | 1000 | |
| CHSKCr | % | 70 | |
| BSK5 | mg/l | 100 | |
| NL | mg/l | 40 | |
| RAS | mg/l | 5000 | |
| N-NH4+ | mg/l | 100 | |
| N-NH4+ (Z) | mg/l | 175 | |
| Ncelk. | mg/l | 120 | |
| Ncelk. (Z) | mg/l | 200 | |
| Sulfidy | mg/l | 2 | |
| 16.00 | Zpracování dřeva, výroba dřevěných, korkových, proutěných a slaměných výrobků, kromě nábytku | ||
| 16.1 | Zpracování dřeva, výroba dřevařských, korkových, proutěných a slaměných výrobků kromě nábytku 3 | ||
| 16.2 | C10 – C40 | mg/l | 3 |
| PAU | mg/l | 0,01 | |
| 17.00 | Výroba papíru a výrobků z papíru | ||
| 17.11 | Výroba vlákniny | ||
| Výroba sulfitové buničiny: | |||
| CHSKCr | mg/l | 400 | |
| CHSKCr | kg/t | 70 | |
| BSK5 | mg/l | 40 | |
| BSK5 | kg/t | 20 | |
| NL | mg/l | 60 | |
| AOX | mg/l | 1 | |
| Výroba sulfátové buničiny: | |||
| CHSKCr | mg/l | 300 | |
| CHSKCr | kg/t | 60 | |
| BSK5 | mg/l | 30 | |
| BSK5 | kg/t | 5 | |
| NL | mg/l | 40 | |
| AOX | mg/l | 1 | |
| Bělení buničiny sloučeninami chloru: | |||
| AOX | mg/l | 5 | |
| Bezchlorové bělení buničiny: | |||
| AOX | mg/l | 1 | |
| 17.12 | Výroba papíru a lepenky 4) | ||
| CHSKCr | mg/l | 200 | |
| BSK5 | mg/l | 40 | |
| NL | mg/l | 40 | |
| AOX | mg/l | 5 | |
| AOX | kg/t | 0,5 | |
| 19.00 | Výroba koksu a rafinovaných ropných produktů | ||
| 19.1 | Výroba koksárenských produktů | ||
| pH | - | 6-9 | |
| NL | mg/l | 40 | |
| CHSKCr | mg/l | 200 | |
| N-NH4+ | mg/l | 30 | |
| Fenoly | mg/l | 1 | |
| Kyanidy celkové | mg/l | 1 | |
| PAU | mg/l | 0,01 | |
| 19.2 | Výroba rafinovaných ropných produktů | ||
| CHSKCr | mg/l | 250 | |
| BSK5 | mg/l | 50 | |
| NL | mg/l | 50 | |
| N-NH4+ | mg/l | 20 | |
| N-NH4+ (Z) | mg/l | 40 | |
| C10 – C40 | mg/l | 5 | |
| PAU | mg/l | 0,01 | |
| 20.00 | Výroba chemických látek a chemických přípravků | ||
| 20.12 | Výroba barviv a pigmentů 5) | ||
| pH | - | 6-9 | |
| CHSKCr | mg/l | 40 | |
| BSK5 | mg/l | 15 | |
| RL | mg/l | 4000 | |
| RAS | mg/l | 3500 | |
| NL | mg/l | 30 | |
| N-NH4+ | mg/l | 4 | |
| Fluoridy | mg/l | 9 | |
| Sírany | mg/l | 3000 | |
| Železo | mg/l | 8 | |
| Výroba organických barviv: | |||
| BSK5 | % | 40 | |
| CHSKCr | % | 80 | |
| RAS | kg/t | 1250 | |
| 20.13 | Výroba jiných základních anorganických chemických látek | ||
| Výroba oxidu titaničitého sulfátovým procesem: | |||
| pH | - | 7-10 | |
| NL | mg/l | 30 | |
| Železo | mg/l | 8 | |
| Sírany | kg/t | 800 | |
| Výroba sloučenin síry (mimo kyseliny sírové): | |||
| RAS | kg/t | 150 | |
| Amalgamová elektrolýza:6) | |||
| RAS | kg/t Cl2 | 100 | |
| 20.14 | Výroba jiných základních organických chemických látek7) | ||
| Organické syntézy: | |||
| CHSKCr | mg/l | 500 | |
| BSK5 | mg/l | 80 | |
| RAS | mg/l | 1000 | |
| Výroba epichlorhydrinu: | |||
| CHSKCr | kg/t | 60 | |
| RAS | kg/t | 1800 | |
| AOX | kg/t | 0,5 | |
| Výroba ethylalkoholu kvašením: | |||
| ukazatele a přípustné hodnoty podle CZ-NACE 10.62 (Výroba škrobárenských výrobků) | |||
| 20.15 | Výroba hnojiv a dusíkatých sloučenin | ||
| Výroba hnojiv (kromě draselných):8) | |||
| RAS | mg/l | 1500 | |
| RAS | kg/t | 85 | |
| N-NH4+ | mg/l | 30 | |
| N-NO3- | mg/l | 50 | |
| Pcelk. | mg/l | 10 | |
| Fluoridy | mg/l | 20 | |
| 20.16 | Výroba plastů v primárních formách | ||
| Výroba organických pryskyřic: | |||
| CHSKCr | % | 65 | |
| BSK5 | % | 90 | |
| RAS | kg/t | 170 | |
| 20.3 | Výroba nátěrových barev, laků a jiných nátěrových materiálů, tiskařských barev a tmelů | ||
| CHSKCr | mg/l | 200 | |
| BSK5 | mg/l | 30 | |
| 20.4 | Výroba mýdel a detergentů, čisticích a lešticích prostředků, parfémů a toaletních přípravků | ||
| CHSKCr | mg/l | 250 | |
| BSK5 | mg/l | 50 | |
| Tenzidy aniontové | mg/l | 10 | |
| Pcelk. | mg/l | 3 | |
| 20.52 20.59 | Výroba klihů a želatiny | ||
| pH | - | 6-8,5 | |
| CHSKCr | mg/l | 250 | |
| BSK5 | mg/l | 50 | |
| N-NH4+ | mg/l | 10 | |
| Ncelk. | mg/l | 30 | |
| Pcelk. | mg/l | 3 | |
| Tuky a oleje dle ČSN 75 7509 | mg/l | 10 | |
| 20.6 | Výroba syntetických vláken (polyamidových, polyesterových, viskózových) | ||
| CHSKCr | mg/l | 300 | |
| BSK5 | mg/l | 60 | |
| 21.00 | Výroba základních farmaceutických výrobků a farmaceutických přípravků | ||
| 21.1 21.2 | Výroba základních farmaceutických výrobků a farmaceutických přípravků | ||
| CHSKCr | mg/l | 250 | |
| BSK5 | mg/l | 40 | |
| RAS | kg/t | 350 | |
| AOX | mg/l | 0,5 | |
| PAU | mg/l | 0,01 | |
| 23.00 | Výroba ostatních nekovových minerálních výrobků | ||
| 23.1 | Výroba skla a skleněných výrobků | ||
| CHSKCr | mg/l | 150 | |
| NL | mg/l | 40 | |
| Fluoridy | mg/l | 16 | |
| Arsen | mg/l | 1,5 | |
| Olovo | mg/l | 1 | |
| Baryum | mg/l | 5 | |
| 23.2 | Výroba žáruvzdorných výrobků | ||
| CHSKCr | mg/l | 150 | |
| NL | mg/l | 40 | |
| 23.31 23.4 | Výroba keramických obkládaček a dlaždic a výroba ostatních porcelánových a keramických výrobků (kromě výrobků pro stavební účely) | ||
| CHSKCr | mg/l | 150 | |
| NL | mg/l | 40 | |
| 23.99 | Výroba ostatních nekovových minerálních výrobků j. n. | ||
| Výroba termomechanických vláken: | |||
| CHSKCr | mg/l | 250 | |
| CHSKCr | kg/t | 50 | |
| BSK5 | mg/l | 40 | |
| BSK5 | kg/t | 15 | |
| NL | mg/l | 50 | |
| Výroba chemitermomechanických vláken: | |||
| CHSKCr | mg/l | 500 | |
| CHSKCr | kg/t | 100 | |
| BSK5 | mg/l | 50 | |
| BSK5 | kg/t | 20 | |
| NL | mg/l | 60 | |
| 24.00 | Výroba základních kovů, hutní zpracování kovů; slévárenství | ||
| 24.1 | Výroba surového železa, oceli a feroslitin, plochých výrobků (kromě pásky za studena), tváření výrobků za tepla9) | ||
| pH | - | 6-9 | |
| NL | mg/l | 40 | |
| C10 – C40 | mg/l | 3 | |
| Mangan | mg/l | 1 | |
| Železo | mg/l | 3 | |
| 24.2 | Výroba ocelových trub, trubek, dutých profilů a souvisejících potrubních tvarovek | ||
| ukazatele a přípustné hodnoty podle CZ-NACE 24.1 (Výroba železa, oceli, feroslitin a plochých výrobků, tváření výrobků za tepla) | |||
| 24.3 | Jiné hutní zpracování železa a oceli | ||
| ukazatele a přípustné hodnoty podle CZ-NACE 24.1 (Výroba železa, oceli, feroslitin a plochých výrobků, tváření výrobků za tepla) | |||
| 24.4 | Výroba a hutní zpracování drahých a neželezných kovů 10) | ||
| pH | - | 6-9 | |
| NL | mg/l | 30 | |
| C10 – C40 | mg/l | 3 | |
| AOX | mg/l | 2 | |
| Hliník | mg/l | 3 | |
| Chrom | mg/l | 0,5 | |
| Měď | mg/l | 0,5 | |
| Nikl | mg/l | 0,5 | |
| Olovo | mg/l | 0,5 | |
| Zinek | mg/l | 2 | |
| Výroba kryolitu: | |||
| RAS | mg/l | 150 | |
| 24.51 | Výroba odlitků z litiny | ||
| ukazatele a přípustné hodnoty podle CZ-NACE 24.1 (Výroba železa, oceli, feroslitin a plochých výrobků, tváření výrobků za tepla) | |||
| 24.52 | Výroba odlitků z oceli | ||
| ukazatele a přípustné hodnoty podle CZ-NACE 24.1 (Výroba železa, oceli, feroslitin a plochých výrobků, tváření výrobků za tepla) | |||
| 24.53 | Výroba odlitků z lehkých neželezných kovů | ||
| ukazatele a přípustné hodnoty podle CZ NACE 24.4 (Výroba a hutní zpracování drahých a neželezných kovů) | |||
| 24.54 | Výroba odlitků z ostatních neželezných kovů | ||
| ukazatele a přípustné hodnoty podle CZ NACE 24.4 (Výroba a hutní zpracování drahých a neželezných kovů) | |||
| 25.00 | Výroba kovových konstrukcí a kovodělných výrobků, kromě strojů a zařízení | ||
| 25.61 | Povrchová úprava a zušlechťování kovů | ||
| Povrchová úprava kovů včetně plastů: 11) | |||
| pH | - | 6-9 | |
| CHSKCr | mg/l | 300 | |
| NL | mg/l | 30 | |
| N-NO2- | mg/l | 5 | |
| Pcelk. | mg/l | 3 | |
| C10 – C 40 | mg/l | 2 | |
| AOX | mg/l | 2 | |
| Fluoridy | mg/l | 20 | |
| Sulfidy | mg/l | 1 | |
| Kyanidy celkové | mg/l | 1 | |
| Kyanidy snadno uvolnitelné | mg/l | 0,1 | |
| Celkový zbytkový chlor | |||
| Arsen | mg/l | 0,5 | |
| Cín | mg/l | 2 | |
| Kobalt | mg/l | 1 | |
| Hliník | mg/l | 2 | |
| Chrom | mg/l | 0,5 | |
| Chrom (VI) | mg/l | 0,1 | |
| Měď | mg/l | 0,5 | |
| Molybden | mg/l | 1 | |
| Nikl | mg/l | 0,8 | |
| Olovo | mg/l | 0,5 | |
| Rtuť | mg/l | 0,05 | |
| Selen | mg/l | 0,1 | |
| Stříbro | mg/l | 0,1 | |
| Zinek | mg/l | 2 | |
| Železo | mg/l | 2 | |
| Tepelná úprava kovů: | |||
| pH | - | 6-9 | |
| NL | mg/l | 30 | |
| N-NO2- | mg/l | 5 | |
| Pcelk. | mg/l | 3 | |
| C10 – C40 | mg/l | 2 | |
| Kyanidy celkové | mg/l | 1 | |
| Kyanidy snadno uvolnitelné | mg/l | 0,1 | |
| Celkový zbytkový chlor | |||
| Baryum | mg/l | 2 | |
| Chrom | mg/l | 0,5 | |
| Chrom (VI) | mg/l | 0,1 | |
| Železo | mg/l | 2 | |
| Smaltování: | |||
| pH | - | 6-9 | |
| NL | mg/l | 30 | |
| Pcelk. | mg/l | 3 | |
| C10 – C40 | mg/l | 2 | |
| AOX | mg/l | 2 | |
| Baryum | mg/l | 2 | |
| Kadmium | mg/l | 0,2 | |
| Kobalt | mg/l | 1 | |
| Chrom | mg/l | 0,5 | |
| Chrom (VI) | mg/l | 0,1 | |
| Měď | mg/l | 0,5 | |
| Molybden | mg/l | 1 | |
| Olovo | mg/l | 0,5 | |
| Zinek | mg/l | 2 | |
| Železo | mg/l | 2 | |
| Lakování: | |||
| pH | - | 6-9 | |
| NL | mg/l | 50 | |
| Pcelk. | mg/l | 3 | |
| C10 – C40 | mg/l | 2 | |
| AOX | mg/l | 2 | |
| Baryum | mg/l | 2 | |
| Kadmium | mg/l | 0,2 | |
| Chrom | mg/l | 0,5 | |
| Chrom (VI) | mg/l | 0,1 | |
| Měď | mg/l | 0,5 | |
| Olovo | mg/l | 0,5 | |
| Zinek | mg/l | 2 | |
| Železo | mg/l | 2 | |
| 25.62 | Všeobecné strojírenské | ||
| Obrábění: | |||
| pH | - | 6-9 | |
| NL | mg/l | 50 | |
| N-NH4+ | mg/l | 30 | |
| Pcelk. | mg/l | 3 | |
| C10 – C40 | mg/l | 2 | |
| AOX | mg/l | 2 | |
| Kadmium | mg/l | 0,2 | |
| Železo | mg/l | 2 | |
| 27.00 | Výroba elektrických zařízení | ||
| Výroba elektrických strojů a zařízení (elektrotechnická výroba) 12): | |||
| pH | - | 6-9 | |
| CHSKCr | mg/l | 300 | |
| NL | mg/l | 20 | |
| N-NH4+ | mg/l | 30 | |
| N-NO2- | mg/l | 2 | |
| Pcelk. | mg/l | 3 | |
| C10 – C40 | mg/l | 2 | |
| AOX | mg/l | 2 | |
| Fluoridy | mg/l | 20 | |
| Sulfidy | mg/l | 1 | |
| Kyanidy celkové | mg/l | 1 | |
| Kyanidy snadno uvolnitelné | mg/l | 0,1 | |
| Celkový zbytkový chlor | |||
| Arsen | mg/l | 0,5 | |
| Cín | mg/l | 2 | |
| Kadmium | mg/l | 0,2 | |
| Chrom | mg/l | 0,5 | |
| Chrom (VI) | mg/l | 0,1 | |
| Měď | mg/l | 0,5 | |
| Molybden | mg/l | 1 | |
| Nikl | mg/l | 0,5 | |
| Olovo | mg/l | 0,5 | |
| Rtuť | mg/l | 0,05 | |
| Selen | mg/l | 0,1 | |
| Stříbro | mg/l | 0,1 | |
| Zinek | mg/l | 2 | |
| Železo | mg/l | 2 | |
| Mangan | |||
| Lithium | |||
| 35.00 | Výroba a rozvod elektřiny, plynu, tepla a klimatizovaného vzduchu | ||
| 35.11 35.30.1 | Výroba elektřiny a tepla 13) | ||
| pH | - | 6-10 | |
| NL | mg/l | 40 | |
| RAS | mg/l | 1500 | |
| C10 – C40 | mg/l | 1 | |
| Odkaliště popele: | |||
| pH | - | 6-10 | |
| NL | mg/l | 40 | |
| RAS | mg/l | 2000 | |
| Čistírna odpadních vod z odsíření: | |||
| pH | - | 6-10 | |
| NL | mg/l | 40 | |
| RAS | mg/l | 15 000 | |
| 38.00 | Shromažďování, sběr a odstraňování odpadů, úprava odpadů k dalšímu využití | ||
| 38.32 | Úprava odpadů k dalšímu využití, kromě demontáže vraků, strojů a zařízení | ||
| Spalování odpadů: 14) | |||
| pH | - | 6,5-8,5 | |
| NL | mg/l | 30 | |
| Rtuť | mg/l | 0,03 | |
| Kadmium | mg/l | 0,05 | |
| Thallium | mg/l | 0,05 | |
| Arsen | mg/l | 0,15 | |
| Olovo | mg/l | 0,2 | |
| Chrom | mg/l | 0,5 | |
| Měď | mg/l | 0,5 | |
| Nikl | mg/l | 0,5 | |
| Zinek | mg/l | 1,5 | |
| Součet dioxinů a furanů 15) | ng/1 | 0,3 | |
| 52.00 | Skladování a vedlejší | ||
| 52.10 | Skladování | ||
| Distribuční sklady ropných látek: | |||
| CHSKCr | mg/l | 250 | |
| NL | mg/l | 50 | |
| C10 – C40 | mg/l | 5 | |
| PAU | mg/l | 0,01 | |
| 75.00 | Veterinární | ||
| Kafilerie: | |||
| pH | - | 6,5-8,5 | |
| CHSKCr | mg/l | 200 | |
| BSK5 | mg/l | 40 | |
| NL | mg/l | 40 | |
| Tuky a oleje dle ČSN 75 7509 | mg/l | 10 | |
| N-NH4+ | mg/l | 40 | |
| N-NH4+ (Z) | mg/l | 75 | |
| Ncelk. | mg/l | 60 | |
| Ncelk. (Z) | mg/l | 105 | |
| Pcelk. | mg/l | 10 | |
| 86.00 87.00 | Zdravotní a sociální péče | ||
| Celkový zbytkový chlor | - | 17) | |
(a) The stated "p" values of the concentrations and efficiency of cleaning are not annual averages and may be exceeded to the permitted extent according to the values set out in Annex 5 to this Regulation. The Water Authority shall determine the type of sample A or B or C according to Note 3) to Table 1 of Annex 4 to this Regulation.
(1) The values of the admissible concentrations and the relative quantities of cadmium emitted during zinc extraction are given in Table 3, point 2.1 of this Annex.
(2) The values of the permissible concentrations of Trichlorobenzene discharged are given in Table 3, paragraph 14.4 of this Annex.
(3) The values of the permissible concentrations of pentachlorophenol discharged during wood treatment are given in Table 3, paragraph 6.5 of this Annex.
(4) The values of the permitted concentrations of mercury emitted are given in Table 3, paragraph 1.2.9. of this Annex.
(5) The values of the admissible concentrations and the relative quantities of cadmium emitted in the production of pigments are given in Table 3, paragraph 2.3 of this Annex.
(6) The values of the permitted concentrations of mercury emitted are given in Table 3, paragraph 1.1 of this Annex.
7) The values of the permitted concentrations of separately hazardous substances discharged are given in Table 3 of this Annex.
(8) The values of the admissible cadmium emitted in the production of phosphoric fertilisers are given in Table 3, point 2.7 of this Annex.
(9) The values of the permitted concentrations of mercury emitted in steel production are given in Table 3, paragraph 1.2.10 of this Annex.
10) The values of the permitted concentrations and relative quantities of mercury emitted are given in Table 3, point 1.2.7 and cadmium in Table 3, point 2.1 of this Annex.
(11) The values of the admissible cadmium emitted for electrolytic plating are given in Table 3, paragraph 2.6 of this Annex.
12) The values of the permissible concentrations of cadmium emitted for the production of primary cells and batteries are given in Table 3, point 2.5 of this Annex.
13) The values of the permitted concentrations of mercury emitted from the coal combustion plants are given in Table 3, paragraph 1.2.11 of this Annex.
14) Waste incineration plants are waste water from gas cleaning. The concentration limit values shall be considered to be met if:
- for NL - 95% of daily values measured do not exceed the limit value and no value exceeds 45 mg / l,
- for heavy metals and arsenic, at most one of the monthly measured values per year exceeds the limit concentration,
- for dioxins and furans, measured every six months (first year every three months), no measured value shall exceed the concentration limit value.
The limit values shall be observed at the place where the waste water from the flue gas treatment plant containing the scheduled substances is discharged from the incineration or co-incineration plant. Where waste water from flue gas treatment is cleaned outside the incineration or co-incineration plant at a waste water treatment plant intended for the treatment of only this type of waste water, the limit values shall apply to the effluent from that waste water treatment plant. Where flue gas treatment waste water is cleaned on or off site together with other waste waters, the limit values shall be recalculated in a balance sheet.
The permit shall provide for operational continuous control measurements of waste water, at least pH, temperature and flow.
15) The sum of dioxins and furans is the sum of the quantities of each substance multiplied by the following toxicity equivalents:
| 2,3,7,8-tetrachlordibenzodioxin (TCDD) | 1 |
| 1,2,3,7,8-pentachlordibenzodioxin (PeCDD) | 0,5 |
| 1,2,3,4,7,8-hexachlordibenzodioxin (HxCDD) | 0,1 |
| 1,2,3,7,8,9-hexachlordibenzodioxin (HxCDD) | 0,1 |
| 1,2,3,6,7,8-hexachlordibenzodioxin (HxCDD) | 0,1 |
| 1,2,3,4,6,7,8-heptachlordibenzodioxin (HxCDD) | 0,01 |
| oktachlordibenzodioxin (OCDD) | 0,001 |
| 2,3,7,8-tetrachlordibenzofuran (TCDF) | 0,1 |
| 2,3,4,7,8-pentachlordibenzofuran (PeCDF) | 0,5 |
| 1,2,3,7,8-pentachlordibenzofuran (PeCDF) | 0,05 |
| 1,2,3,4,7,8-hexachlordibenzofuran(HxCDF) | 0,1 |
| 1,2,3,7,8,9-hexachlordibenzofuran(HxCDF) | 0,1 |
| 1,2,3,6,7,8-hexachlordibenzofuran (HxCDF) | 0,1 |
| 2,3,4,6,7,8-hexachlordibenzofuran(HxCDF) | 0,1 |
| 1,2,3,4,6,7,8-heptachlordibenzofuran(HpCDF) | 0,01 |
| 1,2,3,4,7,8,9-heptachlordibenzofuran(HpCDF) | 0,01 |
| oktachlordibenzofuran (OCDF) | 0,001 |
16) The values of the permitted concentrations of mercury emitted from dental devices are given in Table 3, paragraph 1.2.13.1. of this Annex.
17) Just watch.
Marks and abbreviations:
| CZ-NACE | klasifikace ekonomických |
| CHSKCr | chemická spotřeba kyslíku dichromanovou metodou |
| BSK5 | biochemická spotřeba kyslíku pětidenní s potlačením nitrifikace |
| NL | nerozpuštěné látky |
| RAS | rozpuštěné anorganické soli |
| C10 – C40 | uhlovodíky C10 – C40 |
| EL | extrahovatelné látky |
| N-NH4+ | amoniakální dusík |
| N-NO2- | dusitanový dusík |
| N-NO3- | dusičnanový dusík |
| Ncelk. | celkový dusík |
| Pcelk. | celkový fosfor |
| AOX | adsorbovatelné organicky vázané halogeny |
| PAU | polycyklické aromatické uhlovodíky vyjádřené jako součet koncentrací šesti sloučenin: fluoranthen, benzo[b]fluoranthen, benzo[k]fluoranthen, benzo[a]pyren, benzo[ghi]perylen a indeno[1,2,3-cd]pyren. Pro účely ohlašování prostřednictvím integrovaného systému plnění ohlašovacích povinností podle § 126 odst. 6 zákona se uvádějí i koncentrace jednotlivých výše uvedených látek. |
| Z | hodnota platí pro období, ve kterém je teplota odpadní vody na odtoku z biologického stupně nižší než 12°C; teplota odpadní vody se pro tento účel považuje za nižší než 12°C, pokud z 5 měření provedených v průběhu dne byly alespoň ve 2 měřeních zjištěny teploty nižší než 12°C |
| % | minimální účinnost čištění |
| kg/t | roční poměrné množství vypouštěného znečištění v kg na tunu vyrobeného produktu |
C.
Waste water containing those particularly hazardous substances
Table 3: Emission standards: permissible values of waste water pollution indicators containing the listed particularly hazardous substances:
1.
| Pořadí | Látka, průmyslové odvětví a druh výroby | Přípustné hodnotya) | |
|---|---|---|---|
| g/t | mg/lb) | ||
| 1. | Rtuť (chemický prvek rtuť a rtuť obsažená ve všech jejích sloučeninách a směsích | ||
| 1.1 | Výroba chloru a alkalických hydroxidů elektrolýzou | ||
| 1.1.1 | Technologie s recyklovanou solankou3) | ||
| Výpusti z výroby chloru1) | |||
| měsíční průměr | 0,5 | ||
| denní průměr | 2 | ||
| Odpadní vody2) | |||
| měsíční průměr | 1 | 0,05 | |
| denní průměr | 4 | 0,2 | |
| 1.1.2 | Technologie se „ztracenou“ solankou3) | ||
| Odpadní vody2) | |||
| měsíční průměr | 5 | 0,05 | |
| denní průměr | 20 | 0,2 | |
| 1.2 | Výroby jiné než 1.1 | ||
| 1.2.1 | Použití rtuti jako katalyzátoru při výrobě vinylchloridu4) | ||
| měsíční průměr | 0,1 | 0,05 | |
| denní průměr | 0,2 | 0,1 | |
| 1.2.2 | Použití rtuti jako katalyzátoru ve výrobách chemického průmyslu (mimo 1.2.1)5) | ||
| měsíční průměr | 5 000 | 0,05 | |
| denní průměr | 10 000 | 0,1 | |
| 1.2.3 | měsíční průměr | 700 | 0,05 |
| denní průměr | 1 400 | 0,1 | |
| 1.2.4 | Výroba organických a anorganických sloučenin rtuti (mimo 1.2.3)5) | ||
| měsíční průměr | 50 | 0,05 | |
| denní průměr | 100 | 0,1 | |
| 1.2.5 | Výroba galvanických článků obsahujících rtuť5) | ||
| měsíční průměr | 30 | 0,05 | |
| denní průměr | 60 | 0,1 | |
| 1.2.6 | Závody na regeneraci rtuti a metalurgie barevných kovů | ||
| měsíční průměr | 0,05 | ||
| denní průměr | 0,1 | ||
| 1.2.7 | Extrakce a rafinace neželezných kovů | ||
| měsíční průměr | 0,05 | ||
| denní průměr | 0,1 | ||
| 1.2.8 | Úpravny toxických odpadů s obsahem rtuti | ||
| měsíční průměr | 0,05 | ||
| denní průměr | 0,1 | ||
| 1.2.9 | Výroba papíru6) | ||
| měsíční průměr | 0,05 | ||
| denní průměr | 0,1 | ||
| 1.2.10 | Výroba oceli6) | ||
| měsíční průměr | 0,01 | ||
| denní průměr | 0,02 | ||
| 1.2.11 | Elektrárny spalující uhlí6) | ||
| měsíční průměr | 0,01 | ||
| denní průměr | 0,02 | ||
| 1.2.12 | Ostatní průmyslová odvětví, výroby a neprůmyslové zdroje, neuvedené v tab. 2a a 2b, s vypouštěním nad 7,5 kg/rok6) | ||
| měsíční průměr | 0,05 | ||
| denní průměr | 0,1 | ||
| 1.2.13 | Malé a neprůmyslové zdroje, s vypouštěním pod 7,5 kg/rok | ||
| 1.2.13.1 | Stomatologická zařízení | ||
| Hg | 95 %7) | ||
| 1.2.13.2. | Ostatní malé průmyslové zdroje | ||
| přípustná hodnota „p“ | 0,05 | ||
(a) Permissible values of daily and monthly averages are not exceeded. Daily averages shall be determined in accordance with Article 8 (5). The monthly averages shall be determined on the basis of daily values. The "p 'value shall not be the annual average and may be exceeded to an authorised extent according to the values set out in Annex 5 to this Regulation.
(b) In the authorisation of the established limit concentration, they shall not exceed the values expressed in g / t divided by the water consumption in m3 / t of the production parameter. In any case, the limits expressed in g / t shall be complied with.
1) Values applicable to mercury contained in the discharge from the chlorine production unit.
2) Values applicable to the total quantity of mercury in all mercury containing waters discharged from the site of the plant.
3) Allowed values for the ratio of mercury are given in g / t of installed chlorine production capacity. The quantity of mercury emitted per month shall be calculated as the sum of the daily quantities in that month.
(4) Allowed values for the proportion of mercury are given in g / t of installed vinyl chloride production capacity.
5) Allowed values of the proportional quantity are given in g / t of processed mercury.
(6) The permitted values indicated are limited. When establishing emission limits, the Water Authority shall take into account the best available techniques in production and the best available technologies in waste water disposal.
7) Minimum percentage of amalgam separator efficiency determined by the separator manufacturer.
| Pořadí | Látka, průmyslové odvětví a druh výroby | Přípustné hodnotya) | |
|---|---|---|---|
| g/t | mg/l b) | ||
| 2. | Kadmium (chemický prvek kadmium a kadmium obsažené ve všech jeho sloučeninách a směsích) | ||
| 2.1 | Těžba zinku, rafinace olova a zinku a metalurgie kadmia a neželezných kovů | ||
| měsíční průměr | 0,2 | ||
| denní průměr | 0,4 | ||
| 2.2 | Výroba sloučenin kadmia1) | ||
| měsíční průměr | 500 | 0,2 | |
| denní průměr | 1 000 | 0,4 | |
| 2.3 | Výroba pigmentů1) | ||
| měsíční průměr | 300 | 0,2 | |
| denní průměr | 600 | 0,4 | |
| 2.4 | Výroba stabilizátorů1) | ||
| měsíční průměr | 500 | 0,2 | |
| denní průměr | 1 000 | 0,4 | |
| 2.5 | Výroba galvanických článků a baterií1) | ||
| měsíční průměr | 1 500 | 0,2 | |
| denní průměr | 3 000 | 0,4 | |
| 2.6 | Galvanické pokovování1) | ||
| měsíční průměr | 300 | 0,2 | |
| denní průměr | 600 | 0,4 | |
| 2.7 | Výroba kyseliny fosforečné a/nebo fosforečných hnojiv z fosfátových hornin | ||
| měsíční průměr | 0,2 | ||
| denní průměr | 0,4 | ||
| 2.8 | Ostatní průmyslová odvětví, výroby a neprůmyslové zdroje, neuvedené v tabulce 2a a 2b, s vypouštěním nad 10 kg/rok 2) | ||
| měsíční průměr | 0,2 | ||
| denní průměr | 0,4 | ||
(a) Permissible values of daily and monthly averages are not exceeded. Daily averages shall be determined in accordance with Article 8 (5). The monthly averages shall be determined on the basis of daily values.
(b) In the authorisation of the established limit concentration, they shall not exceed the values expressed in g / t divided by the water consumption in m3 / t of the production parameter (i.e. cadmium consumed). If the amount of cadmium processed cannot be determined, the monitoring procedure may be based on the cadmium production capacity set out in the authorisation. In any case, the limits expressed in g / t shall be complied with.
1) Allowed values for the proportion of cadmium are given in g / t of processed cadmium.
2) The permitted values indicated are limited. In establishing emission limits, the Water Authority shall take into account the best available techniques in production and the best available technologies in waste water disposal.
| Pořadí | Látka, průmyslové odvětví a druh výroby | Přípustné hodnoty a), 1) | |
|---|---|---|---|
| g/t | mg/l b), c) | ||
| 3. | Hexachlorcykohexan (HCH)2) | ||
| 3.1 | Výroba HCH3) | ||
| měsíční průměr | 2 | 2 | |
| denní průměr | 4 | 4 | |
| 3.2 | Extrakce lindanu 4), 5) | ||
| měsíční průměr | 4 | 2 | |
| denní průměr | 8 | 4 | |
| 3.3 | Výroba HCH s extrakcí lindanu3) | ||
| měsíční průměr | 5 | 2 | |
| denní průměr | 10 | 4 | |
| 3.4 | Zpracování lindanu6), 7) | ||
| měsíční průměr | 0 | 0 | |
| denní průměr | 0 | 0 | |
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Regulation Information
| Citation | Government Decree No. 61 / 2003 Coll., on the parameters and values of permissible pollution of surface water and waste water, the formalities for the authorisation to discharge waste water into surface water and sewerage and on sensitive areas |
|---|---|
| Regulation Type | - |
| Author | - |
| Collection | Code of Laws |
| Date of Promulgation | 28.02.2003 |
|---|---|
| Effective from | 01.03.2003 |
| Effective until | - |
| Status | Valid |
The regulation text is for informational purposes only.
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