Regulation on landfills and long-term storage (Deponieverordnung-DepV)

Unofficial table of contents

DepV

Date of completion: 27.04.2009

Full quote:

" Deponieverordnung vom 27. April 2009 (BGBl. 900), as last amended by Article 7 of the Regulation of 2 May 2013 (BGBl I). 973). "

Status:

Last amended by Art. 7 V v. 2.5.2013 I 973

For more details, please refer to the menu under Notes

Footnote

(+ + + Text proof: 16.7.2009 + + +) 

  

The V was referred to as Article 1 of the V v. 27.4.2009 I 900 by the Federal Government and the Federal Ministry for the Environment, Nature Conservation and Nuclear Safety after consulting the parties concerned, with due respect for the rights of the Bundestag, with the consent of the Federal Council It occurs gem. Article 4, first sentence, of this V shall enter into force on 16 July 2009. Unofficial table of contents

Content Summary

Part 1General provisions

§ 1	Scope
§ 2	Definitions

Part 2Construction, operation,
Decommissioning and aftercare of landfill sites

§ 3	Erection
§ 4	Organisation and staff
§ 5	Commissioning
§ 6	Storage requirements
§ 7	Unauthorised waste
§ 8	Acceptance procedure
§ 9	Handling of waste
§ 10	Decommissioning
§ 11	Follow-up
§ 12	Measures to control, reduce and prevent emissions, immissions, harassment and hazards
§ 13	Information and documentation

Part 3Recovery of landfill substitutes

§ 14	Principles
§ 15	Application areas and mapping
§ 16	Marketing of waste
§ 17	Acceptance procedures and documentation

Part 4Other provisions

§ 18	Security Performance
§ 19	Request panel
§ 20	Cross-border authorities and public participation
Section 21	Regulatory decisions
Section 21a	Public Notice
Section 22	Review of official decisions
Section 22a	monitoring plans, monitoring programmes

Part 5long-term storage

Section 23	Construction and operation
§ 24	Decommissioning and aftercare

Part 6Final provisions

Section 25	Waste disposal sites located in the storage phase
Section 26	Waste disposal sites in the decommissioning phase
§ 27	Irregularities
§ 28	Transitional provisions

Annex 1

Requirements for the location, the geological barrier, the base and surface sealing systems of the landfill sites of Class 0, I, II and III (to § 3 (1), § 10 (1), § § 23, 28)

Annex 2

Requirements for location, geological barrier, long-term safety record and decommissioning measures of Class IV landfills in the salt rock (to § 3 (2), § 10 (1), § 11 (2))

Annex 3

Admittance and assignment criteria (to § 2 number 5 to 9, 20 to 23, 33, § 6 (2) to 5, § 8 (1), 3, 5 and 8, § 14 (3), § § 15, 23, 25 (1))

Annex 4

Requirements for sampling (sampling, sample preparation and testing of waste and landfill substitutes) (to § 6 (2), § 8 (1), (3) and (5), § 23)

Annex 5

Information, documentation, controls, operation (to § 4 point 2, § § 9, 10 paragraph 2, § 11 paragraph 2, § 12 (1) to (3), § 13 (1) to (3) and (5), § 17 (2), § 23 (1) sentence 1)

Annex 6

Special requirements for the temporary storage of metallic mercury waste for a storage period of more than one year in long-term storage (in accordance with § 23 (2) sentence 1)

Part 1
General provisions

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§ 1 Scope

(1) This Regulation shall apply to:

1.

the establishment, operation, decommissioning and aftercare of landfill sites;

2.

the treatment of waste for the purpose of disposal in landfills and the use of landfill materials;

3.

the disposal of waste in landfills,

4.

the use of waste as and for the manufacture of landfill substitutes,

5.

the establishment, operation, decommissioning and aftercare of long-term storage facilities, and

6.

the storage of waste in long-term storage.

(2) This Regulation shall apply to:

1.

the institution of a landfill project;

2.

Operators and owners of landfills (landfill operators),

3.

Operators of long-term storage,

4.

producers and owners of waste, and

5.

Operators of installations for the production of landfill substitutes.

(3) This Regulation shall not apply to:

1.

private households,

2.

the storage and deposit of baggergut (waste key 17 05 06 according to annex to the Waste Directory Regulation) along waterways and above-ground waters from which it has been bombarded, with the exception of the waterways Danube, Elbe, Ems below Papenburg, Mosel, Neckar, Oder, Rhine and Weser,

3.

Landfills and landfill sections on which the decommissioning phase

a)

has begun before 1 January 1997, with the exception of sections 14 to 17, or

b)

before 16 July 2001, the decommissioning phase has been established before 16 July 2001 in a plan, planning permission or an administrative order, with the exception of Sections 14 to 17,

4.

Landfills and landfill sections, which are finally closed by final decision on 16 July 2009 pursuant to § 36 (3) of the Circular Economic and Waste Act (Circular Economic and Waste Act),

5.

the storage of waste in long-term storage, provided that the waste is stored for less than three years prior to recovery; and

6.

the exclusive storage or deposition of waste which is directly and customarily incurred in the search, winnings, processing and processing of waste and in the related storage of mineral resources.

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§ 2 Definitions

The following definitions shall apply in this Regulation:

1.

Deposition Area:
the area of a landfill, on or in the waste, shall be deposited in an unlimited period;

2.

Storage phase:
the period of acceptance by the competent authority of the facilities required for the operation of a landfill or a landfill section, up to the date on which the disposal of waste is terminated;

3.

Old landfill:
A landfill site located on 16 July 2009 in the abatement, decommissioning or after-care phase;

4.

Trigger threshold:
groundwater monitoring values which must be exceeded in order to take measures to protect groundwater;

5.

Treatment:
Mechanical, physical, thermal, chemical or biological processes or combinations of methods which reduce the volume or the harmful properties of the waste, facilitate its handling, its recovery or disposal encourage or ensure compliance with the allocation criteria set out in Annex 3;

6.

Class 0 landfill (Deponieklasse 0, DK 0):
Above-ground landfill for inert waste, which comply with the allocation criteria set out in point 2 of Annex 3 for landfill class 0;

7.

Class I landfill (Deponieklasse I, DK I):
Above-ground waste disposal site, which complies with the allocation criteria set out in Annex 3, point 2, for landfill class I;

8.

Class II landfill (Deponieklasse II, DK II):
Above-ground waste disposal site, which complies with the allocation criteria set out in Annex 3, point 2, for landfill class II;

9.

Class III landfill (Deponieklasse III, DK III):
Above-ground landfill for non-hazardous waste and hazardous waste, which comply with the allocation criteria set out in Annex 3, point 2, for landfill class III;

10.

Class IV landfill (Deponieklasse IV, DK IV):
Underground landfill, in which waste

a)

in a mine with a separate storage area, which is separate from a mineral extraction, or

b)

are deposited in a caverns, enclosed in the rock;

11.

Deponics Section:
Part of the deposition area of a landfill which is assigned to a particular class of landfill and which can be operated separately, spatially or in terms of construction;

12.

Landfill operator:
A natural or legal person who holds the legal or actual disposal authority over a landfill;

13.

Deponics replacement:
For measures pursuant to § 15 on above-ground landfill sites

a)

wastes which can be used directly and

b)

materials produced using waste;

14.

Deponiegas:
Gases produced by reactions of the deposited waste;

15.

Input Range:
Area on the premises of the landfill in which the waste is delivered, recorded and identified by weight or volume;

16.

Degassing:
Detection of the landfill gas in socket elements and their discharge by means of suction (active degassing) or by using the pressure gradient on passages in the surface sealing system (passive degassing);

17.

Liquid waste:
wastes with liquid consistency with the exception of pasty, muddy and wide waste;

18.

Basic characterization:
Identification and evaluation of all information required for the long-term safe disposal of waste, in particular information on the nature, origin, composition, homogeneity, leeability, other typical characteristics and proposal for determination of the key parameters, the examination procedures and the frequency of examination;

19.

Long-term storage:
Plant for the storage of waste in accordance with § 4 (1) of the Federal Immission Control Act, in conjunction with point 8.14 of Annex 1 to the Regulation on installations requiring approval;

20.

Long-term storage of class 0 (long-term storage class 0, LK 0):
Long-term storage for inert waste, which complies with the allocation criteria set out in Annex 3, point 2, for landfill class 0;

21.

Long-term storage of class I (long-term storage class I, LK I):
Long-term storage for non-hazardous waste, which complies with the allocation criteria set out in Annex 3, point 2, for landfill class I;

22.

Long-term storage of class II (long-term storage class II, LK II):
Long-term storage for non-hazardous waste, which complies with the allocation criteria set out in Annex 3, point 2, for landfill class II;

23.

Long-term storage of class III (long-term storage class III, LK III):
Long-term storage for hazardous waste, which complies with the allocation criteria set out in Annex 3, point 2, for class III landfill;

24.

Long-term storage of class IV (long-term storage class IV, LK IV):
Long-term storage facility for hazardous waste in a mine with a separate storage area, which is separate from a mineral extraction;

25.

Mechanically-biologically treated waste:
wastes from the processing or conversion of household waste and similar industrial and industrial wastes with a high biodegradability in installations which fall within the scope of the Regulation on biological systems the treatment of waste;

26.

Monolandfill:
landfill or landfill section of landfill class 0, I, II, III or IV in which only specific mass waste, similar to and compatible with each other by type, pollutant content and reaction behaviour, shall be deposited;

27.

After-care phase:
the period after the final decommissioning of a landfill or a landfill section until the date when the competent authority determines the completion of the disposal of the landfill pursuant to Article 40 (5) of the Circular Economic Law;

28.

Profiling:
Design of the surface of the landfill body of a landfill or a landfill section in order to be able to apply the surface sealing system to the waste required for the drainage;

29.

Key parameters:
Parameters of high importance for the examination of the admissibility of the deposition and the conformity of the waste with the fundamentally characterized waste, to be carried out in the context of the acceptance control;

30.

Sickerwasser:
Any liquid that is leaked from the deposited waste and discharged from the landfill or enclosed in the landfill;

31.

Specific mass waste:
Road break as well as mineral wastes arising from defined processes in large quantities with the same composition, in particular soil and stones, dredging, ash, slag and dusts from thermal processes, waste from the Exhaust gas treatment, sludges from industrial processes;

32.

Decommissioning phase:
the period from the end of the deposition phase of the landfill or a landfill section to the final decommissioning of the landfill or a landfill section in accordance with Section 40 (3) of the Circular Economic Law;

33.

Mapping Criteria:
Allocation values incorporating the footnotes referred to in Annex 3 (2), Table 2, when applying the entry text of Annex 3, point 2.

Part 2
Establishment, operation, decommissioning and aftercare of landfill sites

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§ 3 Establishment

Landfills or landfill sections of category 0, I, II or III shall be constructed in such a way as to comply with the requirements laid down in paragraph 3 and in Annex 1 to the site, the geological barrier and the basic sealing system. (2) Landfill sites of the Class IV shall be constructed only in the salt stone and in such a way that the requirements referred to in paragraph 3 and in point 1 of Annex 2 to the site and the geological barrier as well as point 2 of Annex 2 to the site-related safety assessment are complied with. (3) The landfill operator shall have at least one deposit area in the landfill, except for a deposit area. Set the entry area. It shall secure the landfill in such a way as to prevent unauthorised access to the facility. The competent authority may grant exemptions from the requirements laid down in the first and second sentences for landfills of category 0 and monolandfills if an impairment of the good of the general public is not to be obtained. (4) The competent authority shall, Class 0 landfills, based on an environmental risk assessment, decided that the collection and treatment of leachate is not necessary, or it was found that the landfill did not pose a risk to soil, groundwater or surface water, the requirements referred to in paragraph 1 may be reduced accordingly . Unofficial table of contents

§ 4 Organisation and staff

The landfill operator shall be responsible for organising the organisation of a landfill in such a way that:

1.

sufficient staff at any time to have the technical and technical expertise required for their respective activities, for the tasks to be performed,

2.

the persons responsible for the management participate, at least every two years, in courses recognised by the competent authority or body in accordance with point 9 of Annex 5,

3.

the staff, through appropriate training, has the current level of knowledge required for the activity;

4.

ensure the necessary supervision and control of the waste management activities carried out, and

5.

Accidents are avoided and possible consequences of accidents are limited.

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§ 5 Commissioning

The landfill operator shall not enter the landfill or a section of the landfill until the competent authority has taken the necessary facilities for the holding. The first sentence shall apply mutatis-ly To Substantial Changes to the Landfill or Deponics Section. Unofficial table of contents

§ 6 Conditions for the deposit

(1) Waste may only be deposited in landfills or landfill sections if the respective acceptance criteria referred to in paragraphs 3 to 5, in the case of completely stabilised waste (waste key 19 03 05 of the plant to the Waste Directory Regulation), in addition to the requirements referred to in paragraph 2, which have already been met in the case of delivery. The acceptance criteria must be complied with in the individual waste, without mixing with other substances or waste. To the extent necessary to comply with the acceptance criteria, waste must be treated prior to deposition. The treatment is sufficient if the treatment result is irreversible and the acceptance criteria are permanently adhered to by the treatment. The second sentence applies to pre-mixed waste (waste key 19 02 03, 19 02 04 of the annex to the Waste Directory Regulation) and partly stabilised and solidified waste (waste key 19 03 04, 19 03 06, 19 03 07 of the plant to be used for the purpose of the waste management). (2) For fully stabilised waste (waste key 19 03 05 of the annex to the Waste Directory Regulation), it is necessary that after stabilization

1.

the determination of all the allocation values referred to in point 2 of Annex 3 shall be determined from an eluate at a constant pH of 4 and 11 in accordance with point 3.2.1.2 of Annex 4,

2.

the waste samples after curing are crushed at a curing time of at least 28 days for the elution to the particle size of less than or equal to 10 millimetres, and

3.

the mass of the added substances shall be taken into account in the evaluation of the measurement results (solids and eluate values),

unless the respective waste is subject to acceptance criteria prior to stabilization. (3) Hazardous waste may only be deposited

1.

landfills or landfill sections which meet all requirements for landfill class III and where the allocation criteria of Annex 3, point 2, are met for landfill class III; or

2.

to landfill sites that meet all requirements for landfill class IV.

By way of derogation from the first sentence, hazardous waste containing the allocation criteria in Annex 3, point 2

1.

for landfill class II, at a landfill site or in a class II landfill section, or

2.

for landfill class I, at a landfill site or in a class I landfill

storage. Substitutes 1 and 2 shall apply to waste and waste containing asbestos and containing other dangerous mineral fibres, provided that:

1.

there is no evidence that the waste does not comply with the allocation criteria set out in Annex 3, point 2, for the relevant landfill class, and

2.

the deposit is carried out in a separate section of a landfill section or in a separate section of a landfill.

(4) Non-hazardous waste may only be deposited in landfills or landfill sections which:

1.

comply with at least all requirements for landfill class I and if the allocation criteria of Annex 3, point 2 for landfill class I are complied with, or

2.

comply with at least all requirements for landfill class II and if the allocation criteria of Annex 3, point 2 for landfill class II are complied with, or

3.

comply with at least all requirements for landfill class III and if the allocation criteria of Annex 3, point 2 for class III of landfill are complied with, or

4.

comply with all requirements for landfill class IV.

The first sentence shall apply to mechanically-biologically treated waste, with the proviso that:

1.

the deposit only takes place in landfill or landfill sections of class II;

2.

no hazardous waste or toxic waste is deposited at the landfill site or in the landfill section, and

3.

In the context of the mechanical-biological treatment of heating-value-rich waste for recovery or thermal treatment as well as other usable or pollutant-containing fractions have been separated to a large extent.

For fully stabilised waste (waste key 19 03 05 of the Annex to the Waste Wastes Regulation), the first sentence shall apply to a deposit at a landfill site or a landfill section of class I or II, provided that organic waste is Pollutants by which the stabilised original waste has had dangerous properties or characteristics in accordance with Article 3 (2) of the Waste List Regulation, have been destroyed by the stabilization. (5) Inerraids may only be deposited shall be

1.

landfills or landfill sections which meet at least all requirements for landfill class 0 and where the allocation criteria of Annex 3, point 2, are met for landfill class 0; or

2.

to landfill sites that meet all requirements for landfill class IV.

(6) With the consent of the competent authority, even if individual allocation values, in particular the TOC and the loss of glow, are exceeded,

1.

by way of derogation from paragraph 3, first sentence, point 1 in conjunction with the first sentence of paragraph 1, hazardous waste resulting from damage such as fires and natural disasters on a separate part of a Class III landfill section, However, hazardous waste exclusively on the basis of hazardous mineral fibres contained in a separate section of a Class II landfill section,

2.

by way of derogation from paragraph 4, first sentence, point 2, in conjunction with the first sentence of paragraph 1, non-hazardous waste from damage, such as fires and natural disasters, on a separate part of a Class II landfill section; and

3.

by way of derogation from paragraph 4, first sentence, point 3, in conjunction with the first sentence of paragraph 1, non-hazardous waste from damage, such as fires and natural disasters, on a separate part of a class III landfill section

shall be deposited as far as possible of the largest possible sorting of organic components and the welfare of the general public shall not be affected by the deposit. Sentence 1 shall also apply:

1.

for waste containing asbestos or other dangerous mineral fibres or mixed with them, where proof is provided that separation of the fibres is not possible or economically unreasonable or no other the disposal method is available, and

2.

for waste resulting from the decommissioning of a landfill or an old load in accordance with § 2 paragraph 5 of the Federal Soil Protection Act of 17 March 1998 (BGBl. 502), as last amended by Article 3 of the Law of 9 December 2004 (BGBl I). 3214), when the heat-value-rich waste fractions are largely separated prior to the deposition.

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Section 7 Non-approved waste

(1) The following wastes may not be deposited in a landfill of Class 0, I, II or III:

1.

liquid waste,

2.

wastes which are subject to the Hazardous Substances Ordinance of 26 November 2010 (BGBl. 1643) in the version in force as explosive, corrosive, corrosive, highly flammable or easily flammable,

3.

Infectious waste (waste key 18 01 03 and 18 02 02 of the annex to the Waste Directory Regulation), body parts and organs (waste key 18 01 02 of the annex to the Waste Directory Regulation),

4.

Unidentified or new chemical wastes from research, development and training activities, the effects of which are not known to humans and the environment,

5.

whole or broken old tyres,

6.

wastes resulting in significant odor nuisances for the landfill employees and the neighbourhood; and

7.

waste in accordance with Part 2 of Annex V to Regulation (EC) No 850/2004 of the European Parliament and of the Council of 29 April 2004 on persistent organic pollutants and amending Directive 79 /117/EEC (OJ L 327, 30.4.2004, p. 7, L 229, 29.6.2004, p. 5), as amended, which exceed the concentration limits of the substances listed in Annex IV to that Regulation, as well as other waste, in respect of which the concentration limits of the substances listed in Annex IV to the Regulation are exceeded. The origin or condition of the deposit due to its content of long-lived or bioaccumulative toxic substances is an impairment of the welfare of the general public.

(2) The following wastes may not be deposited in a class IV landfill:

1.

wastes referred to in paragraphs 1, 1, 3 to 6,

2.

biodegradable waste,

3.

wastes with a calorific value (Ho) of more than 6 000 kilojoules per kilogram of dry mass (TM), unless the competent authority has agreed to a higher calorific value, because:

a)

by elemental carbon, inorganic substances or process-related in reaction and distillation residues, which, in an eluate in accordance with point 3.2.1.1 of Annex 4, have a total dissolved solids content of more than 10 000 milligrams per litre , and it is demonstrated in each case that no other treatment is technically possible or economically reasonable,

b)

they are heavy-metal-loaded ion exchange resins from drinking water treatment or mercury-containing waste, or

c)

the deposit in a class IV landfill is the most environmentally sound solution,

4.

wastes under storage conditions by reactions with one another or with the rock

a)

volume enlargements,

b)

the formation of self-flammable, toxic or explosive substances or gases, or

c)

other dangerous reactions

, in so far as the operational safety and the integrity of the barriers are called into question by

5.

wastes under storage conditions

a)

explosive, highly flammable or easily flammable,

b)

to release a piercing smell, or

c)

do not have sufficient stability in relation to the geomechanical conditions.

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§ 8 Accepting procedures

(1) The waste producer, in the case of collection disposal of the collectors, shall submit to the landfill operator, in good time before the first delivery, the basic characterisation of the waste with at least the following information:

1.

Waste disposal (waste producer or collection area),

2.

Waste description (internal waste designation, waste key and waste label after the installation of the Waste Directory Regulation),

3.

the nature of the pre-treatment, to the extent that:

4.

Appearance, consistency, smell and colour,

5.

mass of the waste as a total quantity or quantity per unit of time,

6.

the sampling protocol referred to in point 2 of Annex 4;

7.

Protocol on the preparation of samples in accordance with Annex 4, point 3.1.1,

8.

accompanying analytical reports on compliance with the allocation criteria referred to in point 2 of Annex 3 for the landfill, in pre-mixed and partially stabilised and solidified waste, with due regard to § 6 (1) sentence 5, fully stabilised waste, with due regard to § 6 (2),

9.

in the case of hazardous waste, additional information on the total content of storage-relevant ingredients in the solid, to the extent that this is necessary for an assessment of the storage capacity,

10.

in the case of hazardous waste in the case of mirror entries, in addition to the relevant dangerous properties,

11.

in the case of waste in accordance with Part 2 of Annex V to Regulation (EC) No 850/2004, as amended, which exceed the concentration limits of the substances listed in Annex IV to that Regulation, and which are located at a class IV landfill in accordance with Article 7 (4) (b) (i) of Regulation (EC) No 850/2004, which is approved by the competent authority,

12.

Proposal for the key parameters and their frequency of examination.

To the extent that, in accordance with § 50 or § 51 of the Circular Economic Law in conjunction with Part 2 of the proof regulation, proof of disposal or collection disposal certificates must be carried out, the information to be provided in accordance with the first sentence of the first sentence of 1 to 5 may be provided by the shall be replaced by a responsible declaration in accordance with the Regulation. Insofar as declaration analyses are to be submitted in the case of the second sentence, the analytical reports referred to in the first sentence of paragraph 8 shall be submitted separately only for the allocation criteria which are necessary beyond that point. On July 16, 2009, the basic characteristics and key parameters that have been established will continue until the end of a possible time limit. The landfill operator shall set the key parameters for the control investigations prior to the first acceptance of a waste. If changes in the waste-producing process lead to relevant changes in the leaching behaviour or the composition of the waste, the producer, in the case of collection disposal of the collectors, shall again provide the landfill operator with the information required by the sentence 1 . The landfill operator shall, in this case, re-establish the key parameters for the control investigations. The test and the waste tests for the particulars referred to in sentences 1, 3 and 6 shall be carried out in accordance with Annex 4. (2) Waste studies for the basic characterization referred to in paragraph 1 shall not be required for asbestos waste, in the case of waste containing other dangerous mineral fibres, and in the case of waste, on which all the necessary information on leaching and composition is known and has been demonstrated to the competent authority. In the case of small quantities, the waste studies referred to in the first sentence may also be dispensed with in the case of other waste, insofar as the nature and origin are known, with the agreement of the competent authority. The first sentence shall apply to waste containing asbestos and to waste containing other dangerous mineral fibres only if there is no evidence that such waste contains other harmful impurities. (3) The waste producer, Collection disposal of the collectors, the waste to be deposited shall be sampled at random per 1 000 megagrams collected, but at least annually, and the key parameters shall be subject to compliance with the allocation criteria in Annex 3, point 2. for the respective landfill site. In the case of non-regular waste, an investigation under the first sentence shall not be required if the total amount of waste to be deposited has been tested and examined in the context of the basic characterisation referred to in Annex 4. In the case of specific mass waste or in the case of waste requiring the consent of the competent authority in accordance with Article 6 (6), the frequency of sampling may be reduced to once every three months with the consent of the competent authority. For sampling, Annex 4 (1) and (2) shall apply. Sample preparation shall be carried out in accordance with Annex 4, point 3.1.1. The verification of compliance with the allocation criteria shall be fully stabilised in accordance with point 2 of Annex 3, in the case of pre-mixed and partially stabilized and consolidated waste, in accordance with the conditions set out in Article 6 (1) sentence 5. To carry out and record waste in compliance with the requirements of § 6 (2). If the waste is delivered to the landfill operator, the minutes referred to in the second sentence or a statement of the accredited investigative body referred to in point 1 of Annex 4 shall be submitted to the landfill operator, that the leaching behaviour and composition of the waste shall be submitted to the landfill operator. (4) The landfill operator shall immediately carry out an acceptance check on each waste delivery, which shall include at least:

1.

checking whether the basic characterisation is available for the waste,

2.

Determination of the mass, control of the waste key and the waste designation according to annex to the Waste Directory Regulation,

3.

control of the dossier referred to in paragraph 3, sentence 6, in accordance with the information provided for the basic characterization,

4.

Control of visual inspection before and after the loading,

5.

Control of appearance, consistency, colour and smell.

To the extent to which Register is to be carried out in accordance with Section 49 of the Circular Economic Law in conjunction with Part 3 of the Detection Regulation, the measures to be checked pursuant to point 2 of the first sentence may be replaced by the information in the register in accordance with the detection regulation. (5) In the case of a waste which has been characterized for the first time in accordance with the first sentence of paragraph 1 or once again in accordance with the sixth sentence of paragraph 1, the landfill operator shall have more than one supply quantity of more than

1.

50 megagrams in hazardous waste or

2.

500 Megagrams for non-hazardous waste and inert waste

from the first 50 and 500 megagrams respectively, to carry out a check-up on compliance with the assignment criteria. In substantiated individual cases, a control investigation is sufficient for the key parameters. The competent authority may, on a case-by-case basis, establish a higher number of checks. The landfill operator shall carry out a check-up on compliance with the allocation criteria if, in the case of the acceptance control referred to in paragraph 4, there is evidence that the requirements relating to the nature of the waste are to be met for the purpose of: , or where there are inconsistencies between accompanying documents and the waste delivered. Moreover, in the case of non-hazardous waste of more than 500 megagrams, the landfill operator has in each case fundamentally characterised a control study of the key parameters of the 5 000 megagrams of the same, which have been caught in each case, and of the The following shall be carried out annually at least, but at least a check-up. In the case of hazardous waste of more than 50 megagrams, it shall have a sampling of the key parameters for each 2 500 megagrams of the same type of waste which have been identified in each case in a basic manner and the waste delivered subsequently, at least, however, to carry out a control examination annually In the case of specific mass waste and waste in accordance with Article 6 (6), the number of check-ups may be reduced annually to an investigation, with the agreement of the competent authority, by way of derogation from sentences 5 and 6. The control tests shall be carried out in accordance with the provisions of Annex 4, point 3, in the case of pre-mixed and partially stabilized and solidified waste, in accordance with the fifth sentence of Article 6 (1), in the case of completely stabilised waste, with due regard to § 6 (2) and, in accordance with Annex 4, point 4, to be assessed. In the case of waste containing asbestos and waste containing other dangerous mineral fibres, a control examination may be dispensed with. In this case, a declaration must be made by the waste producer that the waste delivered corresponds to the fundamentally characterized waste and that the allocation criteria of the respective landfill class are not to be exceeded. (6) a landfill site at the site of a company directly and exclusively with waste from that undertaking may, at the request of the landfill operator, authorise derogations from paragraphs 4 and 5. (7) In accordance with paragraph 5, a control investigation shall be carried out by the landfill operator at the (8) By way of derogation from paragraphs 1, 3 and 5, in the case of the inert waste listed in the following table, studies shall be carried out for the following: Basic characterization and check-ups are not required if:

1.

the waste comes from only one seizage site,

2.

there are no indications that the allocation criteria of Annex 3 for landfill class 0 will be exceeded,

3.

there is no evidence that the waste is contaminated by pollutants for which no allocation criteria are laid down in Annex 3, so as to affect the good of the general public in the event of a deposit; and

4.

the waste does not contain more than 5% by volume of mineral or inert foreign substances.

Waste key in accordance with Appendix To Waste Directory- Ordering description restrictions

10 11 03	Glass fibre waste	Only without organic binders
15 01 07	Packaging made of glass
17 01 01	Concrete	Only selected wastes from construction and demolition measures
17 01 02	Brick	Only selected wastes from construction and demolition measures
17 01 03	Tiles, bricks and ceramics	Only selected wastes from construction and demolition measures
17 01 07	Mixtures of concrete, bricks, tiles and ceramics	Only selected wastes from construction and demolition measures
17 02 02	Glass
17 05 04	Soil and stones	Excluding topsoil and peat as well as soil and stones from areas with harmful soil changes within the meaning of Section 2 (3) of the Federal Soil Protection Act
19 12 05	Glass
20 01 02	Glass	Only separately collected glass
20 02 02	Soil and stones	Only waste from gardens and parks, excluding topsoil and peat

(9) The landfill operator shall issue an acknowledgement of receipt for each shipment of waste, indicating the mass detected and the six-digit waste key as set out in the Annex to the Waste List Regulation. If the transfer of the waste is confirmed by means of accompanying documents or acceptance certificates in accordance with the detection regulation, this certificate shall replace the receipt of the receipt as set out in the first sentence of this Regulation. In the case of Class 0 landfills and in monolandfills, the competent authority may, at the request of the operator, make different arrangements. (10) The landfill operator shall immediately inform the competent authority of the disposal of the landfill at the landfill site. to inform non-authorised waste. Unofficial table of contents

Section 9 Handling of waste

The operator of a landfill of class 0, I, II or III shall ensure that the waste deposited does not adversely affect the stability of the landfill body. In addition, it shall be responsible for handling the waste to be stored in accordance with point 4 of Annex 5. The operator of a class IV landfill shall be responsible for handling waste in accordance with point 5 of Annex 5. Unofficial table of contents

Section 10 Decommissioning

(1) In the decommissioning phase, the operator shall:

1.

a landfill of class 0, I, II or III without delay all the necessary measures for the installation of the surface sealing system referred to in point 2 of Annex 1;

2.

a landfill of Class IV shall immediately take all the necessary measures referred to in Annex 2, point 3

(2) The landfill operator shall have the final decommissioning of the landfill or a section of the landfill pursuant to section 40 (3) of the Circular Economic Act to the competent authority Authority to apply. The application shall be accompanied by at least one of the summaries of the annual reports referred to in Article 13 (5) and the stock plans referred to in Article 13 (6). Unofficial table of contents

§ 11 Post-care

(1) In the after-care phase, the landfill operator shall carry out all measures, in particular the control and surveillance measures, in accordance with § 12, which are necessary to prevent any impairment of the benefit of the general public. (2) competent authority, taking into account

1.

the test criteria set out in Annex 5, point 10, to the conclusion that the conduct of a class 0, I, II or III landfill, or

2.

the documentation relating to the condition of the day-to-day access referred to in Annex 2, point 4, to the conclusion that the conduct of a class IV landfill

In the future, no impairment of the benefit of the general public can be expected, it may, at the request of the landfill operator, remove the control and monitoring measures according to § 12 and, according to § 40 paragraph 5 of the Circular Economic Law, the conclusion of the after-care phase. Unofficial table of contents

§ 12 Measures to control, reduce and prevent emissions, immissions, harassment and hazards

(1) In order to determine whether a landfill is responsible for the concern of polluting groundwater or any other adverse change in its properties, the competent authority shall, before the commencement of the storage phase, submit: To take account of the respective hydrological conditions at the site of the landfill and the groundwater quality, and to establish appropriate trigger thresholds and appropriate groundwater measuring points for the control of these thresholds in accordance with point 3.1 (1) of Annex 5. At the request of the landfill operator, the competent authority may, in the case of Class 0 landfills, permit exemptions from the requirements set out in the first sentence for the determination of trigger thresholds. (2) The operator of a class 0, I, II or III landfill shall have prior to the start of the the storage phase of groundwater measuring points as referred to in paragraph 1 and other measuring equipment referred to in point 3.1 of Annex 5. It has to receive the groundwater measuring points as well as other measuring equipment until the end of the after-care phase. The operator of a class IV landfill shall establish ground water measuring points as referred to in paragraph 1 before the beginning of the storage phase. The landfill operator has to carry out measurements and checks in accordance with Annex 5, point 3.2. to the end of the after-care phase. In addition, the operator of a class 0, I, II or III landfill shall have until the end of the after-care phase

1.

handling syrup water in accordance with point 6 of Annex 5;

2.

Landfill gas in accordance with Annex 5, point 7, and

3.

to minimise any other nuisance and hazards arising out of the landfill in accordance with Annex 5, point 8.

At the request of the landfill operator, the competent authority may, in the case of landfills of category 0 and in the case of monolandfills, permit exemptions from the requirements laid down in sentences 1 and 2. (4) The landfill operator shall have the measures to be taken if the Trigger thresholds shall be implemented, described in action plans, and submitted to the competent authority for approval. If the trigger thresholds are exceeded, the landfill operator shall

1.

to inform the competent authority without delay and

2.

according to the action plans.

5. The competent authority may order the landfill operator to identify any emissions in air, water or soil emanating from the landfill by one of the bodies designated by it, if it is to be provided that the landfill operator is responsible for: Landfill is affected by the good of the general public. The countries may regulate the details of the measurements and controls and the information referred to in the second sentence of paragraph 4 (2). (6) In the event of any significant adverse effect on the good of the general public, the landfill operator shall immediately: -to take the necessary measures to limit the adverse effects of the good of the general public and to avoid further possible events of this kind. The competent authority shall require the landfill operator to take all other appropriate measures necessary to limit the environmental impact and to avoid further possible events within the meaning of the sentence 1. Unofficial table of contents

§ 13 Information and Documentation

(1) Before the beginning of the deposition phase, the landfill operator shall draw up the following documents:

1.

an operating order in accordance with Annex 5, point 1.1, and

2.

an operating manual in accordance with Annex 5, point 1.2.

(2) The operator of a class I, II, III or IV landfill shall have a waste cadastre set up in accordance with Annex 5, point 1.3, and the information requested there. shall be documented. In the case of monolandfills, the competent authority may exempt the landfill operator from the requirements set out in the first sentence if only one type of waste is deposited at the landfill site or in a landfill section. (3) The landfill operator has an operating diary after Annex 5, point 1.4, and to keep it until the end of the after-care period. At the request of the competent authority, he shall submit the operating diary. (4) The landfill operator shall immediately inform the competent authority of:

1.

all the adverse effects of the landfill on the environment,

2.

disorders which result in a significant deviation from the proper operation of the landfill; and

3.

Findings that the requirements of the landfill authorisation are not complied with.

The landfill operator shall submit an annual report to the competent authority by 31 March of the following year in accordance with Annex 5 (2). The countries may regulate details of the requirements to be submitted to the annual reports and on their submission. At the request of the landfill operator, the competent authority may extend the time limit for submission of the annual report or of individual parts. (6) The landfill operator shall have an inventory plan to be carried out no later than six months after the disposal of a landfill section. create. The inventory plan shall include and document the entire section of the landfill, including the technical barriers. Where a waste cadastre is to be drawn up in accordance with paragraph 2, it shall be included in the inventory plan. (7) Without prejudice to the information and documentation requirements referred to in paragraphs 1 to 6, the landfill operator shall, at the request of the competent authority the information required for the verification of the approval of the landfill, in particular the results of the measurements and checks and other data which the Authority makes a comparison of the operation of the landfill with the state of the art in the sense of the § 3 (28) of the German Circular Economy Act as well as those in § 36 (1) (1) to (3) and of the Circular Economy Act.

Part 3
Recovery of landfill substitutes

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§ 14 Principles

(1) Deponics substitutes may only be used for areas of application within the meaning of § 15 of Class 0, I, II or III landfills, provided that this does not adversely affect the good of the general public. In particular, landfill substitutes may only be used in a quantity which is necessary for the implementation of an ordered landfill operation and the construction measures required for this purpose. Except for the recultivation layer of the surface sealing system, only mineral waste is permitted as a deponietic substitute or as a starting material for the production of landfill substitutes. (2) Landfill substitutes and directly as landfill substitute construction materials may not be used:

1.

wastes according to § 7 (1) and waste containing asbestos or other dangerous mineral fibres,

2.

Wastes arising from the provisions of Annex 1 to the Regulation of 24 July 2002 (BGBl. 2833), as last amended by Article 11 of the Law of 15 July 2006 (BGBl I). 1619), when the production of the metals from the waste is technically possible and economically reasonable and subject to compliance with the requirements for the admissibility of such a recovery, the metals are obtained from the waste. can be carried out, and

3.

wastes which, owing to the nature, nature or consistency of the waste, do not ensure that they are functionally or technically suitable, such as, in particular, gypsum-containing waste, for the use of which it is not suitable for use in accordance with Annex 1, point 2.1.2 1.

The allocation criteria and the allocation values referred to in point 2 of Annex 3, in conjunction with point 1, shall be kept in the individual waste, without mixing with other substances or waste. The first sentence shall apply to pre-mixed and partly stabilized and solidified waste (waste key 19 02 03, 19 02 04, 19 03 04, 19 03 06, 19 03 07 after the waste-directory regulation system) for the respective waste prior to mixing. The first sentence applies to completely stabilised waste (waste key 19 03 05 of the annex to the Waste Directory Regulation) with the proviso that the allocation criteria are determined in accordance with § 6 (2) and are already being complied with in the case of delivery. Section 6 (4) sentence 3 shall apply accordingly. Unofficial table of contents

§ 15 Application areas and assignment

The use of landfill substitutes shall be permitted only if the requirements of Annex 3 are complied with. In the case of the use of landfill substitutes for profiling purposes, it should be noted that

1.

the landfill or landfill section is in the decommissioning phase and the decommissioning phase is due to the requirements of the Waste Disposal Ordinance of 20 February 2001 (BGBl. 305), as last amended by Article 1 of the Regulation of 13 December 2006 (BGBl I). 2860), or the Deponation Regulation of 24 July 2002 (BGBl. 2807), as last amended by Article 2 of the Regulation of 13 December 2006 (BGBl I). 2860), has been completed without the full fill of the landfill or the landfill section; and

2.

the profiling requires landfill technically and not by changing the approved landfill form or rearrangement of already deposited waste-to the extent technically possible and economically reasonable-to be achieved.

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Section 16 Marketing of waste

Waste may only be placed on the market for the manufacture of landfill substitutes if they comply with the requirements laid down in Article 14 (2) and (3). Landfill substitutes and waste to be used directly as landfill substitutes may only be placed on the market in order to supply them to landfills in which the requirements laid down in § § 14 and 15 are complied with. Unofficial table of contents

§ 17 Accepting procedures and documentation

(1) § 8 shall apply mutagens to the acceptance of landfill substitutes. (2) The landfill operator shall register the origin of the landfill substitutes in the register in accordance with Section 24 of the Ordinance on the Verification of Deponics. § 13 (2) applies to the documentation of the landfill substitutes in the waste cadastre. (3) The operator of plants for the production of landfill substitutes has the waste origin and information on the disposal route into the register according to § § § 13 (2). 24 of the detection regulation.

Part 4
Other provisions

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Section 18 Security performance

The landfill operator shall, before the beginning of the storage phase of the competent authority, provide the security for the fulfilment of the content requirements, conditions and conditions required by the plan determination decision or the plan approval for the Disposal, decommissioning or after-care phase for the prevention or elimination of impairments of the good of the general public. The first sentence shall apply in order to comply with the conditions and conditions of an amending authorisation. (2) The competent authority shall determine the nature and extent of the security. In addition to the types of security provided for in Article 232 (1) of the Civil Code, the competent authority may allow the security to be effected by:

1.

the position of a suitable guarantor, in particular a group guarantee,

2.

a guarantee or a payment promise of a credit institution; or

3.

an equivalent level of security.

The guarantor referred to in the second sentence of point 1 and the credit institution referred to in the second sentence of the second subparagraph shall have irrevocably pledged to the competent authority to pay the amount fixed on the first request. The competent authority may require the landfill operator to demonstrate the suitability of a guarantor. In determining the level of safety, a planned after-care operation shall be based and for a period of at least ten years in the case of landfills in class 0, at least 30 years in the case of the landfills of classes I to IV (3) The financial security shall be reviewed regularly by the competent authority with the aim of maintaining the real value of the security. It shall be re-established if the relationship between security and the intended purpose of protection has changed significantly. Where the relationship between security and the intended purpose of protection has changed significantly, the landfill operator may request the competent authority to check the security. The amount of the reserves formed shall be credited to the amount of the necessary collateral, provided that the sums repaid are paid to a separate account of the undertaking and the right to payment of the credit of the competent authority to safety or pledge for security. If the verification that the security is to be increased is to be verified, the competent authority may set a deadline of six months at the latest to the landfill operator for the position of increased security. If the verification that security is to be reduced, the competent authority shall immediately release the security which is no longer necessary. Security shall be released as a whole if the competent authority has determined the closure of the after-care period. (4) By way of derogation from paragraph 1, the competent authority shall not be in a position to provide a guarantee if a public service is concerned. A body, a self-holding company or a private company of a public-law corporation, a special purpose association or an institution of public law, operates the landfill and ensures that the federal government, the federal states, or municipalities of the intended purpose of protection at all times. Unofficial table of contents

Section 19 Application, advertisement

(1) For the establishment and operation of a landfill pursuant to § 35 (2) and (3) of the German Circular Economy Act as well as for admission early in accordance with Section 37 of the Circular Economic Law, the institution of the project has submitted a written application to the competent authority, which shall at least contain:

1.

the name and place of residence or seat of the institution of the project, the operator and the design factor;

2.

an indication as to whether a plan determination or a plan approval or an authorisation for early start is requested,

3.

Location and designation of the landfill,

4.

the justification for the necessity of the measure;

5.

the capacity of the landfill;

6.

List of waste, specifying the waste keys and the names of the waste, in accordance with the Annex to the Waste List Regulation and a description of the type and nature of the waste,

7.

Information on the location, location, hydrology, hydrogeology, geological conditions, engineering and geotechnical conditions of the location, location, location, location, location, location, location, location, location, location, location, location, location, hydrology, geological conditions,

8.

measures relating to the construction and storage phase, including the measures envisaged for the prevention and control of pollution, as well as the control and monitoring measures;

9.

the measures of the decommissioning and after-care phase,

10.

security information,

11.

in the case of the use of landfill substitutes, a list of the waste to be used, indicating the waste keys and the names of the waste in accordance with the Annex to the Waste List Regulation, including information on the total quantity to be used; and Nature and description of the fields of application and justification of the need for use.

The application for the admission of the early start must also include:

1.

the presentation of the public interest or the legitimate interest of the subcarrier in the early beginning and

2.

the obligation of the carrier to replace all the damage caused by the installation, the operation of the plant and the operation of the plant until the approval is granted, and, if the project is not approved, the former condition .

The first sentence shall apply to the substantial change in a landfill or its holding, limited to the information relating to the change. The application may be submitted electronically or in electronic form with the consent of the competent authority. The requirements of § 6 of the Law on Environmental Impact Assessment to be submitted to the documents to be submitted shall remain unaffected. (2) For the purpose of changing a landfill site or its holding in need of display in accordance with § 35 (4) and (5) of the Circulatory economic law, the institution of the project shall submit a written notification to the competent authority at least one month before the proposed change. The provisions of the first sentence of paragraph 1, 4 and 5 shall apply in accordance with the information relating to the change. (3) The decommissioning of a landfill or a section of landfill pursuant to Article 40 (1) of the Circular Economic Law shall have at least one of the The year before the intended end of the deposition phase shall be notified to the competent authority in writing. The provisions of the first sentence of paragraph 1, 4 and 5 shall apply only to those particulars relating to the decommissioning. Unofficial table of contents

Section 20 Cross-border authorities and public participation

If a project subject to planning requirements under Article 35 (2) of the Circular Economic Law may have a significant impact in another State to be described in the application documents, or requests another State which may be required to: The competent authority must inform the authorities designated by the other State, at the same time and in the same extent, of the project as the authorities referred to in Article 73 (2) of the Administrative procedural law to be carried out by public authorities. Section 11a of the Regulation on the authorisation procedure is to be applied accordingly for the further procedure of cross-border public participation and public participation. Unofficial table of contents

Section 21 Public authorities

(1) In the planning approval decision or in the planning approval pursuant to § 35 (2) or (3) of the German Circular Economy Act, the competent authority shall at least set a landfill site:

1.

the indication of the name and place of residence or the seat of the institution of the project and of the landfill operator,

2.

an indication that a plan determination or a planning authorisation is granted and the indication of the legal basis,

3.

the landfill class,

4.

the designation of the landfill;

5.

location information,

6.

the types of waste, by specifying the waste keys and the waste designations following the annex to the Waste Directory Regulation;

7.

allocation criteria,

8.

the authorised volume of landfill and, in the case of the above-ground landfills, the permissible size of the deposition surface and the surface design and the final heights,

9.

the requirements before the landfill is put into service;

10.

the requirements for landfill operation during the deposition phase, the measurement and monitoring procedures, including the action plans,

11.

the requirements for the decommissioning and after-care phase,

12.

the obligation of the institution of the project to submit annual reports to the competent authority,

13.

the nature and level of the security or equivalent collateral, where necessary,

14.

the trigger thresholds;

15.

in the case of the use of landfill substitutes, the type, quantity and nature of landfill substitutes and the type and extent of construction activities in which landfill substitutes may be used, and

16.

the justification by which the main factual and legal grounds for consideration by the competent authority for its decision and the treatment of the objections are to be produced.

(2) In the communication concerning the admission of the early beginning according to § 37 of the Circular Economic Law, the competent authority shall at least set:

1.

the indication of the name and place of residence or of the seat of the institution of the project;

2.

the indication that the early start is authorised and the indication of the legal basis,

3.

the secondary provisions of the approval of the early start, including the designation of the landfill and the location information, and a security benefit in accordance with Section 37 (2) of the Circular Economic Law.

(3) Paragraph 1 shall apply in the event of a plan or planning permission to modify a landfill, limited to the information in question. (4) The competent authority may, in order to prepare the decision on the authorisation of the landfill, be subject to the following: the early start, the planning approval decision or the planning approval shall be carried out by an expert appointed after hearing the institution of the project or the whole of the application documents. Unofficial table of contents

Section 21a Public Notice

(1) The decision on the application for the planning of a landfill site shall be made public on the Internet, with the exception of the documents submitted with the application. (2) Paragraph 1 shall apply in accordance with arrangements for the decommissioning of a person in need of planning for planning. Landfill pursuant to § 40 (2) and (3) of the Circular Economic Law. Unofficial table of contents

Section 22 Review of official decisions

The competent authority shall verify the administrative decisions pursuant to § 21 every four years whether to comply with the state of the art in accordance with Section 3 (28) of the Circular Economic Law as well as the provisions of § 36 (1) (1) to (3) and The competent authority shall carry out tests in accordance with the provisions of the first sentence, as well as orders or amendments to the requirements set out in Article 5 of the German Circular Economy Act. Decisions of the authorities, in so far as the landfill is Impairment of the well-being of the general public, operational safety or new environmental regulations so require. Unofficial table of contents

Section 22a Monitoring plans, monitoring programmes

(1) Monitoring plans within the meaning of Section 47 (7) sentence 1 of the Circular Economic Law shall contain the following:

1.

the territorial scope of the plan;

2.

a general assessment of the major environmental problems within the scope of the plan;

3.

a list of landfill sites falling within the scope of the plan;

4.

procedures for the establishment of periodic monitoring programmes,

5.

Procedures for monitoring special occasions and

6.

as far as necessary, provisions for cooperation between different supervisory authorities.

The monitoring plans shall be regularly reviewed by the competent authorities and shall be updated to the extent necessary. (2) On the basis of the monitoring plans, the competent authorities shall regularly draw up or update monitoring programmes, in which the periods during which on-site visits must take place are also indicated. According to a systematic assessment of the environmental risks associated with the landfill, the time-distance from which landfills must be visited on site is based, in particular, on the following criteria:

1.

the possible and actual effects of the landfill in question on human health and on the environment, taking into account the emission levels and types, the sensitivity of the local environment and the landfill site accident risk;

2.

Previous compliance with the authorisation requirements;

3.

Registration of a company in a list referred to in Article 5 of Regulation (EC) No 1221/2009 of the European Parliament and of the Council of 25 November 2009 on the voluntary participation of organisations in a Community scheme for: Environmental management and audit and repealing Regulation (EC) No 761/2001, as well as Commission Decisions 2001 /681/EC and 2006 /193/EC (OJ L 197, 21.7.2001, p. OJ L 342, 22.12.2009, p. 1).

(3) The distance between two on-site visits shall not exceed the following periods:

1.

one year in the case of Class III and IV landfills,

2.

two years in class II landfills, and

3.

three years in the class I landfills

In the event of a surveillance finding that the landfill operator is seriously in breach of the authorisation, the competent authority shall, within six months of the detection of the infringement, have an additional on-site visit (4) Without prejudice to paragraph 2, the competent authorities shall, in the event of complaints of serious environmental damage, lead to serious adverse events affecting the well-being of the general public and in the event of infringements of provisions of the Circular Economy Act, this Regulation or one on the basis of (5) After each on-the-spot visit to a landfill in need of planning, for which a duty to draw up a monitoring plan and a monitoring programme , the competent authority shall draw up a report containing the relevant findings on compliance with the authorisation requirements and with conclusions as to whether further measures are necessary. The report shall be submitted to the landfill operator within two months of the on-the-spot inspection by the competent authority. The report shall be made available to the public in accordance with federal and state regulations on access to environmental information within four months of the on-the-spot visit.

Part 5
Long Term Storage

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Section 23 Establishment and operation

(1) For the establishment and operation of long-term storage, the following provisions shall apply:

1.

for the classes 0, I, II or III of § 3 (1), (3) and (4), § § 4 to 6, § 7 (1) and § § 8, 9, 12, 13 and 18,

2.

for class IV of § 3 (2) and (3), § § 4 to 6, § 7 (2) and § § 8, 9, 12, 13 and 18.

Section 8 (4) shall apply with the proviso that only waste may be accepted for which there is a written proof that the subsequent proper and harmless recovery or collective well-tolerated disposal is secured. Section 18 (2) shall apply with the proviso that no after-care period shall be taken into account for the calculation of the amount of the security, but the costs of the environmentally sound disposal of the maximum authorised storage quantity and the costs of the (2) By way of derogation from the prohibition of the long-term storage of liquid waste in accordance with the first sentence of the first sentence of paragraph 1 in conjunction with Article 7 (1) (1) for the long-term storage of category III and in accordance with paragraph 1 Sentence 1 (2) in conjunction with Section 7 (2) (1) for long-term storage of class IV may be subject to a metallic Mercury waste is stored in a long-term storage class III or IV where:

1.

the long-term storage is permitted under § 4 (1) of the Federal Immission Protection Act or pursuant to section 35 (2) of the Circular Economic Law for this purpose,

2.

the long-term warehouse operator satisfies the requirements of Annex 6, points 1 and 4, and of paragraph 5, and

3.

which shall comply with the requirements of points 2 and 3 of Annex 6 and paragraphs 3 and 4 for the filling of the containers with metallic mercury waste (filling).

In addition to the requirements set out in the first sentence of sentence 1, the requirements of the accident regulation shall also be complied with in the case of long-term storage of Class III. In the case of temporary storage of metallic mercury wastes in long-term storage of Class III and IV, the second sentence of the second sentence of paragraph 1, paragraph 1, paragraph 3, paragraph 4, first sentence, points 1 and 3 to 5, and paragraph 5, shall not be applied. By way of derogation from § 2 (23) and 1 (1) (1) (1) in conjunction with Article 6 (3), first sentence, point 1, the temporary storage of metallic mercury wastes in long-term storage of Class III shall be subject to compliance with the assignment criteria of the Annex. 3. The bottler shall comply with the requirements laid down in Annex 6 (2) (a) and (b) by means of a control investigation for each 10 megagrams of metallic mercury waste collected by one in the Examine the agreement with the competent authority and in writing shall be confirmed; § 24 (2) and (3) shall apply accordingly. The bottler shall immediately forward the expert's confirmation to the operator of the long-term storage facility, who shall accept the metallic mercury waste analysed in accordance with the first sentence of this Article. A second copy has to be kept for five years since the time of preparation. (4) For each container with metallic mercury waste, the bottler has a certificate marked with the identification number of the container to the container. , which must contain the following information:

1.

the name and address of the waste producer;

2.

the name and address of the person responsible for the filling;

3.

the place and date of the filling,

4.

the quantity of mercury waste and the degree of filling,

5.

Analytical report on the degree of purity of the mercury waste referred to in Annex 6 (2) (a) and, where appropriate, description of the impurities,

6.

confirmation that, after filling, the container does not contain any suspended impurities in the form of an aqueous or oily phase,

7.

confirmation that the container has been used exclusively for the transport or storage of metallic mercury waste,

8.

confirmation of compliance with the requirements laid down in Annex 6 (3) (a) and (c), and

9.

as far as required in individual cases, further relevant comments for disposal.

When the metallic mercury waste is delivered, the operator of the long-term storage facility shall be required to submit the certificate together with the container. A second copy has to be kept for five years since the time of preparation. (5) The operator of the long-term warehouse has to keep the following documents for three years after the end of the storage:

1.

the confirmation of the expert referred to in the first sentence of paragraph 3,

2.

the certificate referred to in the first sentence of paragraph 4,

3.

documentation of the maintenance referred to in Annex 6, point 1 (d), double letter cc,

4.

the minutes of the inspection checks referred to in Annex 6 (4) (c),

5.

notifications of releases of mercury referred to in Annex 6 (4) (e) and

6.

the records of the collection and dispatch of the metallic mercury waste after its temporary storage and on the place of destination and the treatment provided for.

(6) In the case of ash from sewage sludge monoprocessing, which are not stored jointly and without mixing with other waste for the purpose of subsequent recovery of the phosphorus in a long-term storage facility, an exemption from the Proof of proof referred to in the second sentence of paragraph 1 shall be admitted. The derogation is limited to a maximum of five years; it may be extended for a limited period. For storage beyond 30 June 2023, an exception to the first sentence is not permitted. Unofficial table of contents

Section 24 Closure and aftercare

(1) There is concern that, after the long-term camp has been decommissioned from the facility or plant site, adverse environmental impacts or other hazards, significant disadvantages and significant nuisance to the general public and to the The operator, at the request of the competent authority, shall have a neighbourhood within the meaning of Article 5 (3) (1) of the Federal Immission Control Act, by an expert appointed in agreement with the competent authority. to verify that the requirements of Section 5 (3) (1) of the Federal Immission Protection Act is fulfilled. The other requirements of the Federal Immission Protection Act for decommissioning and after-care remain unaffected. (2) An expert may be determined in accordance with the first sentence of paragraph 1 if he/she has the necessary technical knowledge, independence, reliability equipment and equipment. The provision shall be made by the competent authority of the country in which the applicant has its registered office and is valid throughout the territory of the Federal Republic of Germany; if there is no registered office in the territory of the country, the country in which the activity referred to in paragraph 1 is should be given priority. The provision may be provided with a reservation of the revocation, a limit, conditions, conditions and the reservation of conditions. Procedures in accordance with this provision may be carried out via a single entity. The examination of the application for the publication of a post must be completed within three months; Section 42a, paragraph 2, sentences 2 to 4 of the Administrative Procedure Act shall apply. (3) In the examination of the application for the provision referred to in the first sentence of paragraph 1, the application shall be completed. shall be equivalent to evidence from another Member State of the European Union or of another State Party to the Agreement on the European Economic Area, where they show that the applicant has the right to the requirements of paragraph 2, first sentence, or the requirements set out in the Essential comparable requirements of the issuing State. The documents referred to in the first sentence shall be submitted to the competent authority prior to the commendate of the activity in the original or copy. A certification of the copy as well as a certified German translation can be requested. With regard to the verification of the applicant's required expertise, Section 36a (1), second sentence, and (2) of the Industrial Code shall apply accordingly; in the case of temporary and occasional activities of one of the nationals of another Member States of the European Union or of another Contracting State of the Agreement on the European Economic Area established in one of those States for the purpose of carrying out such activities shall apply with regard to the necessary Section 13a (2) sentences 2 to 5 and paragraph 3 of the Industrial Code accordingly.

Part 6
Final provisions

Unofficial table of contents

Section 25 Old landfills located in the storage phase

(1) By way of derogation from § § 3 to 6, § 9, § 12 (1) and (2), § 13 (1) and (2) and § § 14 to 16, a landfill or a landfill section, which was in the construction or storage phase on 16 July 2009 and for the provisions of for the establishment and for the further phase of storage after

1.

the Waste Disposal Ordinance of 20 February 2001 (BGBl. 305), as last amended by Article 1 of the Regulation of 13 December 2006 (BGBl I). 2860),

2.

of the Deponation Ordinance of 24 July 2002 (BGBl. 2807), as last amended by Article 2 of the Regulation of 13 December 2006 (BGBl I). 2860), or

3.

the Ordinance on Deponics of 25 July 2005 (BGBl. 2252), as last amended by Article 3 of the Regulation of 13 December 2006 (BGBl I). 2860),

have been passed in a planning approval pursuant to § 31 (2), a planning permission pursuant to § 31 (3) or an order pursuant to § 35 or § 36 (2) of the Circular Economic and Waste Act (Circular Economic and Waste Act), or for which an advertisement according to § 14 Paragraph 1, first sentence, of the Deponation Ordinance of 24 July 2002 (BGBl. 2807), as last amended by Article 2 of the Regulation of 13 December 2006 (BGBl I). I p. 2860) has been amended and is still in operation. Article 1 shall apply with the proviso that the waste to be deposited or the landfill substitutes to be used shall be subject to the allocation criteria for loss of ignition or the total carbon (TOC) and dissolved organic carbon (DOC) as set out in point 2 of Annex 3 for the respective landfill class. Where the provisions of the first sentence have also been made for the decommissioning phase, the final decommissioning and the after-closure period, the landfill or landfill section may be shut down and provided for in accordance with these provisions. Notwithstanding the provisions of 1 and 3, the general requirements for the sealing systems referred to in point 2.1 of Annex 1 shall be complied with. (2) A security recognised or approved by the competent authority before 16 July 2009 shall apply to a landfill or a section of the landfill referred to in the first sentence of paragraph 1 as a security in accordance with Article 18 (1). The first sentence shall also apply to commercial provisions established in the commercial sector. (3) In the case of landfills or landfill sections on which household waste, household waste, sewage sludge and other waste have been deposited with high organic components , the competent authority may, by way of derogation from Section 10 (1), allow a temporary cover to be installed until the main suspensions have subsidisated, when large settlements are expected. This temporary cover is intended to minimise the formation of seepage water and landfill gas releases. (4) In the case of landfills or landfills in accordance with paragraph 3, the competent authority may, at the request of the landfill operator, to accelerate biological degradation processes. and in order to improve the long-term behaviour, in addition to the requirements of § § 6 and 9, a targeted humidification by infiltration of water or, by way of derogation from § 7 (1) (1), of landfill leachate water, ventilation of the Allow waste body or a combination of procedures if subsequent Minimum requirements are met:

1.

In a targeted humidification by infiltration

a)

is seizing leachate water,

b)

measures are taken on the active version of landfill gas and on the extensive prevention of landfill gas releases and on its control,

c)

relevant quantities of still biodegradable organic matter are detected in the landfill body,

d)

equipment for controlled and controlled infiltration and control of the gas and water balance of the landfill is available, and

e)

the proof of sufficient stability of the landfill body, taking into account the additional water supply, is provided.

2.

When the waste body is ventilated,

a)

facilities are available for targeted and controlled ventilation and air collection and treatment, so that uncontrolled gaseous emissions are largely avoided,

b)

a waste air treatment adapted to the condition of the exhaust air is carried out so that harmful emissions are largely avoided,

c)

relevant amounts of still biodegradable organic matter have been detected in the landfill body.

3.

In the case of a targeted humidification or aeration of the waste body, the water balance, the gas balance, the temperature development and the settling of the landfill body must be checked in order to demonstrate that no adverse effects on the waste body are affected. Landfill bodies and the environment occur and there are sufficiently intensified or accelerated biological degradation processes taking place.

Unofficial table of contents

Section 26 Old landfills located in the decommissioning phase

(1) By way of derogation from § § 10, 11, 12 (1) and (2), § 13 (1) and (2) and § § 14 to 16, a landfill or a landfill section, which was in the decommissioning phase on 16 July 2009 and for the provisions or provisions for the Further decommissioning phase according to § 12 or § 14 of the Deponieverordnung of 24 July 2002 (BGBl. 2807), as last amended by Article 2 of the Regulation of 13 December 2006 (BGBl I). 2860), and of the Deponieverwertungsverordnung of 25 July 2005 (BGBl. 2252), as last amended by Article 2 of the Regulation of 13 December 2006 (BGBl I). 2860), in a planning approval pursuant to § 31 (2), a planning permission pursuant to § 31 (3) or an order pursuant to § 35 or § 36 (2) of the German Circular Economy and Waste Act of 27 September 1994 (BGBl. 2705), as last amended by Article 5 of the Law of 6. October 2011 (BGBl. I p. 1986), which have been amended, and which continue to be decommissioned after the provisions have been made. Where the provisions of the first sentence have also been taken for the final decommissioning and after-closure period, the landfill or the section of the landfill may be definitively shut down and provided for in accordance with these provisions. Notwithstanding the first sentence, the general requirements for the sealing systems referred to in point 2.1 of Annex 1 shall be complied with. (2) § 25 (3) and (4) shall apply in respect of landfills or landfill sections referred to in paragraph 1. Unofficial table of contents

§ 27 Administrative Offences

(1) In the sense of § 69 (1) (8) of the German Circular Economy Act, who intentionally or negligently acts in the sense of the law

1.

Contrary to the provisions of the first sentence of Article 5, including in connection with the second sentence, a landfill, a section of a landfill or a substantial modification of such an installation, shall be put into operation,

2.

is deposited in accordance with the first sentence of Article 6 (1) or the first sentence of Article 7 (1) or (2) (1), (2) or (3)

3.

contrary to § 8 (4) sentence 1, even in conjunction with Section 17 (1), an acceptance check is not carried out, not correct, not complete or not in good time,

4.

, contrary to Article 9, sentence 2, in conjunction with Annex 5 (4) (2) or (3), waste does not cover or not, or does not cover, waste in time;

5.

Contrary to Article 9, second sentence, in conjunction with Annex 5 (4) (4), first sentence, the landfill shall be based in such a way that adverse reactions are carried out,

6.

Contrary to Article 9, second sentence, in conjunction with Annex 5 (4) (5), it does not ensure that waste dewaters, consolidates or solidifies,

7.

Contrary to § 9, sentence 2, in conjunction with Annex 5, point 4, point 6, waste is not properly incorporated,

8.

Contrary to § 9 sentence 3 in conjunction with Annex 5, point 5, point 2, waste is not properly conditioned,

9.

in accordance with Article 9, sentence 3, in conjunction with Annex 5, point 5, point 4, waste, in such a way as to react to one another after being deposited,

10.

Contrary to Article 10 (1) (1), in conjunction with Annex 1, point 2.1, first sentence, a geosynthetics material, a polymer, a sealing control system, a building material, a sealing component or a sealing system,

11.

, contrary to Article 10 (1) (1), in conjunction with the second sentence of point 2.3 of Annex 1, a compensation layer shall not be incorporated, not properly or in good time,

12.

, contrary to Article 10 (1) (1), in conjunction with Annex 1, point 2.3, sentence 4 or 5, a control panel shall not be set up, not correct or not, in time, or not, or not, for the intended duration,

13.

the thickness of the recultivation layer is not, or is not properly, the thickness of the recultivation layer, in accordance with point 1 of the first paragraph of paragraph 1 of Annex 1, point 2.3.1, point 1, sentence 1 or second sentence 2 or point 2.3.1.1, point 1,

14.

Contrary to Article 10 (1) (1) of Annex 1, point 2.3.1, point 4, sentence 2 or point 2.3.2, sentence 3, point 2, it does not ensure that only the material referred to in paragraph 2 of point 2.3.1 is used,

15.

Contrary to Article 10 (1) (2), in conjunction with Annex 2, point 3.1, sentence 1 or second sentence, a final measure shall not, not properly, be carried out in full or in time,

16.

, contrary to Article 10 (1) (2), in conjunction with Annex 2, point 3.1, sentence 3, a security zone shall not be applied or shall not be applied in time

17.

Contrary to § 12 (2), a measuring point or measuring instrument shall not be created or shall not be created in time, or shall not be given for the prescribed duration,

18.

does not carry out a measurement or a check in good time, contrary to the first sentence of Article 12 (3),

19.

in accordance with Article 12 (3) (2) (1) or (2), in conjunction with Annex 5 (6) or (7), sentence 1, 2 or 3, of leachate or landfill gas, not or not properly,

20.

Contrary to Article 12 (4), second sentence, point 2 does not proceed according to the plan of action,

21.

, contrary to the first sentence of Article 13 (1), an operating order or an operating manual shall not be drawn up or shall not be

22.

In accordance with § 14 (2) or § 15 sentence 1, waste or a landfill replacement building material is used.

(2) In the sense of § 69 (2) (15) of the German Circulatory Economic Law, who intentionally or negligently acts in accordance with the law of the law

1.

, contrary to Article 8 (1) sentence 1 or sentence 6, a fundamental characterization shall not be presented, not correct, in full or in time,

2.

, contrary to Article 8 (1) sentence 5 or sentence 7, the key parameters shall not be established or shall not be fixed

3.

the first sentence of Article 8 (3), including in conjunction with Article 17 (1), waste is not checked or is not checked in due time,

4.

Contrary to § 8 (5) sentence 1, 4, 5 or 6, in conjunction with Section 17 (1), a control investigation is not carried out correctly, not in full or in a timely manner,

5.

contrary to § 8 (7), including in conjunction with Section 17 (1), a rehearsals shall not or shall not be taken in time, or shall not be kept for at least one month,

6.

the competent authority shall not, or not be informed in good time, in accordance with the second sentence of Article 12 (4),

7.

Contrary to § 13 (2) sentence 1 in conjunction with Annex 5, point 1.3, sentence 5, also in conjunction with the second sentence of Article 17 (2), a claim referred to therein shall not be documented, not correct or not fully documented,

8.

Contrary to § 13 (3) sentence 1, an operating diary does not lead, is not correct or does not complete the operating diary,

9.

Contrary to Article 13 (4), information is not provided, not correct, not complete or not made in good time,

10.

Contrary to § 13 (5) sentence 1, the annual report shall not be presented, not correct, in full or in time,

11.

Contrary to the first sentence of Article 13 (6), an inventory plan shall not be drawn up, not correct, not complete or not in good time,

12.

Contrary to Section 13, paragraph 7, information is not provided, not correct, not complete or not in good time.

(3) The provisions of paragraphs 1 to 9 and 17 to 21 of paragraph 1 and of paragraph 2 (1) to (12) shall also apply to long-term storage in the meaning of Article 23 (1) sentence 1. Unofficial table of contents

Section 28 Transitional provisions

By way of derogation from § 3 (1), Article 10 (1) and Article 23 (1), in conjunction with Annex 1, point 2.1, it may also be entrusted, until 1 May 2015, as a foreign investigative body, who does not conclude an accreditation in accordance with the second sentence of point 2.1 of Annex 1. but is demonstrably in the accreditation process and has sufficient professional and knowledgeable staff. Unofficial table of contents

Annex 1 Requirements for the location, the geological barrier, the base and surface sealing systems of the landfill sites of Class 0, I, II and III (to § 3 (1), § 10 (1), § § 23, 28)

(Fundstelle: BGBl. I 2009, 915-919;
with regard to of the individual amendments. Footnote)

1.

Location and geological barrier

1.1

Suitability of the site The suitability of the site for a landfill is a necessary condition for the fact that the well-being of the general public pursuant to § 15 (2) of the Circular Economic Law is not affected by the landfill. In the choice of location, account shall be taken in particular of:

1.

geological and hydrogeological conditions of the area, including a permanent distance between the upper edge of the geological barrier and the maximum free groundwater level to be expected of at least 1 m;

2.

specially protected or protected areas, such as drinking water and healing source protection areas, water priority areas, forest and nature reserves, biotopes,

3.

adequate protection distance to sensitive areas such as B. to residential buildings, recreational areas,

4.

Danger of earthquakes, floods, land subsidencies, natural disasters, landslides or avalanches on the grounds,

5.

Leachate collected leachate in free gradient.

1.2

Subsoil of a landfill The subsurface of a landfill must meet the following requirements:

1.

The subsoil must be able to absorb all soil-mechanical loads from the landfill, and any settling occurring must not cause damage to the base sealing and seepage water collection system.

2.

The subsoil of the landfill site and the surrounding area shall, due to its low permeability, its thickness and homogeneity and its pollutant retention capacity, be able to significantly impede the spreading of pollutants from the landfill site. (effect as a geological barrier), so that a harmful contamination of the ground water or any other adverse change in its nature is not to be obtained.

3.

The minimum requirements for water permeability (k) and thickness (d) of the geological barrier referred to in point 2 are given in Table 1 (1). If the geological barrier does not meet these requirements in its natural nature, it can be created, completed or improved by technical measures. In the case of the second sentence, the thickness (d) may be reduced to a minimum thickness of 0.5 metres if the same protective effect is achieved by means of a correspondingly lower water permeability as in the case of the first sentence.

4.

By way of derogation from paragraph 2, in the case of a landfill which does not have a geological barrier as referred to in paragraph 2, the second sentence of paragraph 3 shall apply, provided that the technical measures are carried out in the minimum thickness referred to in Table 1, point 1.

2.

Sealing systems and technical measures relating to the geological barrier

2.1

General requirements For the improvement of the geological barrier and technical measures as a substitute for the geological barrier as well as the sealing system, materials, components or systems may be used only if they are in the state of the art. the technology referred to in point 2.1.1 and if this has been demonstrated by the competent authority. Verifiable documents shall be submitted to the competent authority for the purpose of demonstrating the approval of these materials, components or systems for geosynthetics, polymers and sealing control systems produced as standard by the first sentence. The Federal Institute for Materials Research and Testing required under point 2.4. For other materials, components or systems, the proof in accordance with the first sentence can be provided by the fact that a federal uniform suitability assessment of the countries. National suitability assessments shall be made available in appropriate form by the Länder. The Länder may amend or invalidate the uniform assessment of aptitude assessments. By way of derogation from the provisions of sentences 3 to 6, materials, components or systems may be used for landfill sealing systems, which

1.

in accordance with harmonised technical specifications in accordance with Regulation (EU) No 305/2011 of the European Parliament and of the Council of 9 March 2011 laying down harmonised conditions for the marketing of construction products and repealing the Council Directive 89 /106/EEC (OJ L 136, 31.4.1989, 5), as amended in each case, if the material, component and system characteristics defined by the above-mentioned harmonised technical specifications are essentially equivalent to those of: , which result from the requirements of the first sentence, or

2.

do not bear the CE marking provided for in Regulation (EU) No 305/2011 and which are lawfully manufactured in another Member State of the European Union or in the Republic of Turkey in accordance with the rules or requirements in force there, or in , or which have been lawfully manufactured and placed on the market in another State Party to the Agreement on the European Economic Area, in accordance with the rules or requirements in force in that State, if the tests carried out with the tests have been carried out in accordance with and monitoring of material, components and components detected in the producer country, and System properties ensure the level of protection required in accordance with the first sentence of 1.

Evidence and documents from another Member State of the European Union, from the Republic of Turkey or from another State Party to the Agreement on the European Economic Area shall be examined in accordance with the first sentence of the first sentence in accordance with the provisions of the Record 7, point 2, national evidence and documents as set out in the first and second sentences of the first sentence, where they show that the requirements of the first sentence or the requirements of the first sentence, which are essentially comparable to the objectives of the sentence, are met by the requirements of the The issuing State is fulfilled. A certification of copies as well as certified translations into German can be required. The manufacturability of the sealing components and the sealing system as well as the completed, completed or completed by technical measures. The improved geological barrier shall be demonstrated prior to its establishment under construction site conditions by carrying out test fields to the competent authority. The competent authority may allow exceptions to this extent to the extent that it is possible to use other evidence of the production under construction site conditions. All components are to be erected in a stable manner. The competent authority shall be required to provide evidence which shall in particular take account of the sliding safety of the strata. The improvement of the geological barrier and the technical measures to replace the geological barrier and the Production of the components of the sealing systems is to be subjected to a quality management in the prefabrication and during the construction. The quality management consists for the prefabrication of self-monitoring of the manufacturer and external supervision of a commissioned third party, for the execution of the construction from self-examination of the exporting company, the foreign examination by a commissioned third party. and from the monitoring by the competent authority. The external inspection body must comply with DIN EN ISO/IEC 17020 :2012-07 (conformity assessment-requirements for the operation of different types of places that carry out inspections) as inspection body for external testing in the landfill building and in accordance with DIN EN ISO/IEC 17025 :2005-08, 2. Correction 2007-05 (General requirements for the competence of testing and calibration laboratories) accredited as a testing laboratory. Special examinations can be awarded by the external auditor to an independent institution which is accredited for these examinations. The foreign inspecting body and the scope of the extrantions of the exams shall be in agreement with the competent authority. The costs of external testing are borne by the landfill operator. It is a quality management plan according to the principles of quality management Chapter E5-1 of the GDA recommendations of the Working Group 6.1-Geotechnics of the Deponiebauwerke-of the German Society for geotechnics e. V., 3. Edition 1997, Ernst & Sohn Verlag, Berlin. The purpose of this Regulation is to lay down the specific elements of quality management as well as the responsibilities, factual means and activities in such a way that the quality characteristics of the landfill sealing systems referred to in this Annex are complied with. The quality management plan shall be subject to the agreement of the competent authority.

2.1.1

Technical requirements for the improvement of the geological barrier and the technical measures as a substitute for the geological barrier, the sealing system, the materials and the production of the system components and their installation as well as the characteristics of these components in the installation condition must be chosen so that the function of the individual components and of the overall system is carried out under all external and mutual effects over a period of at least 100 years is established. By way of derogation, a period of at least 30 years shall apply in the case of sealing control systems produced as standard. The following criteria and mechanisms for the action of the other shall be subject to the special conditions of the conditions in landfill sealing systems shall be considered:

1.

Tightness, measured in accordance with the requirements of Tables 1 and 2,

2.

deforming capacity to absorb unavoidable settlements,

3.

Resistance to mechanically acting forces,

4.

Resistance to hydraulic effects (suffosion and erosion),

5.

resistance to chemical and biological agents,

6.

resistance to weathering,

7.

resistance to age-related adverse material changes,

8.

Reliable, reproducible and quality-monitored prefabrication of sealing components,

9.

the production and the installation of the system components and the sealing system, in particular with the inclusion of appropriate measures to protect against damage caused by the load,

10.

if a flow rate to be maintained is specified: appropriate evidence,

11.

for mineral sealing components: material composition, installation technology and integration in the sealing system, in order to achieve a very low permeability and to minimize the risk of dry crack formation,

12.

in the case of landfill substitutes: compliance with the additional requirements of Articles 14 and 15 of this Regulation,

13.

in case of dewatering at the landfill base: DIN 19667, issue October 2009, drainage of landfills-planning, construction and operation.

A single responsible contractor is to be appointed for the production of the sealing system.

2.1.2

Uniform quality standards for the nationwide suitability assessments according to the fourth sentence of point 2.1, as well as for the use of natural, if necessary Waste soil and rock material from the surrounding area as well as waste define test criteria and lay down requirements for professional installation as well as quality management in federal quality standards.

National quality standards are made publicly available by the countries in a suitable form.

2.2

Special requirements for the geological barrier and the basic waterproofing system The permanent protection of soil and groundwater is due to the combination of geological barrier according to point 1.2 and a basic sealing system in the Deposit area according to Table 1 (2) to (4). In the requirement of two sealing components, these are to consist of a convection barrier (plastic sealing strip or asphalt seal) over a mineral component. The mineral component is to be produced in several layers. The sealing components are to be protected against damage caused by load. Table 1Construction of the geological barrier and the base sealing system

Nr.System Component DK 0DK IDK IIDK III

1	Geological barrier 1)	k ≤ 1x10 -7 M/s d ≥ 1.00 m	k ≤ 1x10 -9 M/s d ≥ 1.00 m	k ≤ 1x10 -9 M/s d ≥ 1.00 m	k ≤ 1x10 -9 M/s d ≥ 5,00 m
2	First sealing Component 2)	not required	required	required	required
3	Second sealing Component 2 )	not required	not required	required	required
4	Mineral Entwäs- seration layer 3) , Grain size according to DIN 19667	d ≥ 0.30 m	d ≥ 0.50 m	d ≥ 0.50 m	d ≥ 0.50 m

1)

The coefficient of transmittance k is to be observed at a pressure gradient i=30 (laboratory value according to DIN 18130-1, edition May 1998, building ground examination of soil samples; determination of the water permeability coefficient-part 1: laboratory tests).

2)

If sealing components are made of mineral components, they must have a minimum thickness of 0.50 m and a permeability coefficient of k ≤ 5 x 10 ^-10 m/s at a pressure gradient of i = 30 (laboratory value according to DIN 18130-1, issue May 1998, ground testing of soil samples; determination of the water permeability coefficient-part 1: laboratory tests). If plastic sealing membranes are used as a sealing component, their thickness must not be less than 2.5 mm.

3)

If it is proved that there is no long-term water accumulation in the landfill body, the dewatering layer with a lower layer thickness or other grain may, with the approval of the competent authority in Class I, II and III landfill sites, produced.

2.3

Special requirements for the surface sealing system The surface sealing system shall be established in accordance with Table 2. Irregularities of the surface of the deposited waste are to be compensated for, or certain load-bearing capacities shall be produced in order to ensure that the surface sealing system is not In order to be able to properly install sealing components, a sufficiently dimensioned balancing layer must be installed on the surface. When two system components are required, these components should be made of different materials, which are on an action (e.g. If the surface sealing system is produced without a convection barrier, it is in the case of Class I, II and Class II landfill sites. III a control field of at least 300 m ² To establish the size of the representative body in the surface sealing system, by means of which the flow through the surface sealing system can be determined. The control field shall be operated until the end of the after-care phase. In the event that it requires the desired and permissible use of the following, the recultivation layer may be carried out by means of a technical functional layer adapted to the appropriate use. shall be replaced.

2.3.1

Recultivation layer For a recultivation layer, which is not used as a technical functional layer, the following shall apply:

1.

The thickness, the material selection and the growth of the recultivation layer are according to the protection requirements of the underlying system components (to avoid as much as possible a root penetration of the dewatering layer, no other impairment the long-term operability of the dewatering layer, protection of the system components against root and frost effects, as well as dehydration, subsequent use). A minimum thickness of 1 m must not be undershot.

2.

The material is intended to have a usable field capacity of at least 140 mm, based on the total thickness of the recultivation layer.

3.

By selecting a suitable growth, the surface is to be protected from wind and water erosion and to achieve the highest possible evapotranspiration.

4.

The material used shall be in accordance with Annex 3. It must be ensured that only such material is used, that the water contained in the dewatering layer can be introduced in accordance with the water legislation.

2.3.1.1

Water balance layer If the recultivation layer is executed as a water household layer, the following shall apply:

1.

By way of derogation from point 2.3.1 (1), second sentence, the minimum thickness shall be 1.50 m.

2.

By way of derogation from point 2.3.1 (2), the water-household layer shall have a usable field capacity of at least 220 mm, based on the total thickness of the water-household layer.

3.

In the five-year period, leaks may not exceed 10 per cent of the long-term average of the rainfall (usually 30 years), not more than 60 mm per year, at the latest five years after manufacture.

The competent authority may, at the request of the landfill operator at low-precipitation sites (less than 600 mm per year), permit derogations from the usable field capacity referred to in point 2 if it is established that an equivalent level of vision and Protective effect is achieved.

2.3.1.2

Methane oxidation layer If the recultivation layer is to perform tasks of methane oxidation of residual gases at the same time, additional requirements for the layer are to be agreed with the competent authority. Interactions of the methane oxidation and the water balance of the recultivation layer are to be assessed.

2.3.2

Technical functional layer If the surface of the landfill is used as a traffic area, a parking lot, for building or in a similar manner, the recultivation layer may be replaced by a technical functional layer if the surface of the landfill can be replaced by a technical functional layer. This requires that this is done. In so doing, the material to be incorporated into this technical functional layer shall comply with at least the requirements for pollutant content and leachability, among which the use outside the landfill site under comparable boundary conditions would be admissible. The following applies to the technical functional layer:

1.

The thickness is based on the protection requirements of the underlying system components (no impairment of the long-term operability of the dewatering layer, protection of the sealing components against root and frost effect as well as before Desiccation).

2.

It must be ensured that only such material is used, that the water contained in the dewatering layer can be introduced in accordance with the water legislation.

3.

After the use of the use of the technical functional layer, the recultivation layer shall be manufactured in such a way that the requirements of point 2.3.1 are met.

Table 2Construction of the surface sealing system

^{5) 6)} System component DK 0DK I DK II DK III

1	Equalization layer 1)	not required	where applicable 7) required	where applicable 7 ) required	where applicable 7 ) required
2	Gas pressure layer 1 )	not required	not required	where applicable 8) required	where applicable 8 ) required
3	First sealing Component	not required	required 2)	required 2 )	required 3)
4	Second sealing Component	not required	not required	required 2 )	required 3 )
5	Sealing control system	not required	not required	not required	required
6	Dewatering layer 4) d ≥ 0.30 m, k ≥ 1x10 -3 m/s, Counterfeit > 5%	not required	required	required	required
7	Recultivation Layer/ technical functional layer	required	required	required	required

1)

With sufficient gas permeability and thickness, the equalizing layer can fulfill the function of the gas-pressing layer according to point 2.

2)

If sealing components of mineral materials are used, their computational permeation rate at a permanent water level of 0.30 m must not be greater than that of a 50 cm thick mineral seal with a Transmittance of k ≤ 5 x 10 ^-9 m/s (laboratory value acc. to DIN 18130-1, edition May 1998, building ground test of soil samples; determination of the water permeability coefficient-part 1: laboratory tests; at a pressure gradient of i = 30). By way of derogation from the first sentence, mineral sealing components whose effectiveness cannot be described with permeability values may be used if they have not been seperated more than 20 mm/year in the five-year average. If plastic sealing membranes are used as a sealing component, their thickness must not be less than 2.5 mm.

3)

If sealing components of mineral materials are used, their computational permeation rate at a permanent water level of 0.30 m must not be greater than that of a 50 cm thick mineral seal with a Transmittance of k ≤ 5 x 10 ^-10 m/s (laboratory value acc. to DIN 18130-1, edition May 1998, building ground test of soil samples; determination of the water permeability coefficient-part 1: laboratory tests; at a pressure gradient of i = 30). By way of derogation from the first sentence, mineral sealing components whose effectiveness cannot be described with permeability values may be used if they have not been seperated more than 10 mm/year in the five-year average. If plastic sealing membranes are used as a sealing component, their thickness must not be less than 2.5 mm.

4)

The competent authority may, at the request of the landfill operator, allow for derogations from the minimum thickness, the permeability coefficient and the slope of the dewatering layer, if it is established that the hydraulic capacity of the dewatering layer and the stability of the recultivation layer is permanently guaranteed.

5)

Instead of the sealing component, the dewatering layer and the recultivation layer, a recultivation layer designed as a water household layer may be authorised if, by way of derogation from the requirements referred to in point 2.3.1.1, point 3, the Flow through the water-management layer in the five-year average is no more than 20 mm/year at the latest five years after manufacture.

6)

Instead of the second sealing component and the recultivation layer, a recultivation layer dimensioned as a water-household layer according to point 2.3.1.1 can be installed. If the first sealing component is designed as a convection barrier, a control system for the convection barrier can also be installed instead of the second sealing component. In this case, a second sealing component or equivalent systems must be incorporated directly under the convection barrier in the area of locations where the water of the water is collected and discharged. The rates 1 to 3 shall apply to landfills or landfill sections where household waste, household waste, sewage sludge and other high-organic waste has been deposited, provided that the landfill operator Measures pursuant to § 25 (4) for the acceleration of biological degradation processes and for the improvement of long-term behaviour have been shown to have been successfully carried out or carried out successfully.

7)

The requirement is set out in the second sentence of point 2.3.

8)

The requirement shall be determined in accordance with Annex 5 (7).

2.4

Approval of geosynthetics, polymers and sealing control systems

2.4.1

Responsibilities and responsibilities The Federal Institute for Materials Research and Testing is responsible for the testing and approval of geosynthetics, such as plastic sealing membranes, protective layers, plastic sealing elements, plastic reinforcement mesh, of Polymers and sealing control systems for use in the base and surface seals of landfills on the basis of their own investigations and of the results of accredited bodies. In this context, it has the following tasks:

1.

Definition of test criteria,

2.

Inclusion of secondary provisions in the authorisation,

3.

Definition of requirements for professional installation and quality management.

2.4.2

Approval The Federal Institute for Materials Research and Testing shall take into account at least the criteria and impact mechanisms according to point 2.1.1 on the state of the art in the approval of geosynthetics, polymers and control systems.

2.4.3

Application The approval is requested by the manufacturer of the geosynthetics, polymer or control system product.

2.4.4

In the course of the processing of the admission guidelines, which describe the requirements and requirements of the approval of the Federal Institute for Materials Research and Testing, a technical advisory board has an advisory role, in which representatives of the national competent authorities, of the Federal Environment Agency and experts from other relevant fields. The Board of Directors of the Advisory Board is at the Federal Institute for Materials Research and Testing.

2.4.5

The Federal Institute for Materials Research and Testing (Bundesanstalt für Materialforschung und -prüfung) makes the marketing authorisation guidelines as well as the registration certificates of final authorisations accessible to the public in a suitable form.

3.

MonodeponienHas the competent authority in a monolandfill for dredgergut from waters, at a monolandfill site for regionally-loaded soil material or at a farm-owned monolandfill site, on which only site-specific specific Mass waste or specific mass waste of a related company is deposited, decided on the basis of an assessment of the risks to the environment that the collection and treatment of leachate is not required, or has been noted that the monolandfill is not a hazard to soil, groundwater or Where surface water is present, the requirements set out in points 1 and 2 may be reduced accordingly.

4.

Notices of relevant job DIN standards have been published and received by Beuth-Verlag GmbH, Berlin, at the German Patent and Trademark Office in Munich, in the form of an archive of documents.

Unofficial table of contents

Annex 2 Requirements for the location, geological barrier, long-term safety record and decommissioning measures of Class IV landfills in the salt rock (to § 3 (2), § 10 (1), § 11 (2))

(Fundstelle: BGBl. I 2009, 920-924)

1.

Location and geological barrier When choosing a site for a class IV landfill in the salt rock (underground landfill), it should be borne in mind that the waste is permanently kept away from the biosphere and the deposit can be carried out in such a way that no waste is available. After-care measures are required. The salt rock as a decisive geological barrier at the site has to be

1.

for liquids and gases,

2.

have a sufficient spatial dimension,

3.

in the selected deposition area, have sufficient non-injected salt power, which is so large that the barrier function is not adversely affected in the long term; and

4.

by its convergence behaviour, the waste is gradually encirced and, at the end of the deforming process, the waste is positively

In addition,

5.

the underground voids used in the landfill shall be stable at least for the duration of the storage and decommissioning phase; and

6.

Locations in which the regional earthquake intensity is exceeded with a probability of 99 percent of the value 8 after the Medvedev Sponheuer Karnik scale (MSK scale).

2.

Site-related safety assessment The evidence of the suitability of the mountains for the installation of an underground landfill must be provided by a location-based safety assessment. The basis of the location-based safety assessment is the analysis of the potential risks associated with erection, operation and post-operation phase. The necessary control and protection measures shall be deducted from this. The following individual certificates are to be carried out for the location-based safety assessment:

1.

geotechnical proof of stability,

2.

Proof of safety for the storage and decommissioning phase and

3.

Long-term safety proof.

For the management of the individual documents, the information given in point 2.1 shall be taken into account.

2.1

Information on the implementation of the long-term safety proof

2.1.1

Scope and requirements For the disposal of hazardous waste in Class IV landfills, the long-term safety certificate for the overall system "Waste/underground construction/mountain body" is to be considered, taking into account planned and out-of-plan (hypothetical) event sequences, taking into account the location-specific circumstances. The long-term proof of safety as an overarching and summary individual evidence in the context of the location-based safety assessment is based essentially on the results of the two Individual proofs,

1.

the geotechnical proof of stability and

2.

the proof of security for the storage and decommissioning phase.

In particular, the geotechnical proof of stability is of crucial importance for the assessment of the long-term efficacy and integrity of the salt barrier. , it is possible to dispense with model calculations of unplanned event sequences, provided that plausible information is given as to whether and how unplanned events will have an impact. For this purpose, a verbal-argumentative consideration is generally considered to be sufficient, but which is to be verified in a location-related way. If the complete inclusion in the geotechnical proof of safety is proven, it is also possible to dispense with the long-term safety test on model calculations for pollutant propagation in the cover mountains.

2.1.2

Basic information necessary For the assessment of long-term safety, detailed basic information on the geological, geotechnical, hydrogeological and geochemical parameters of the site, as well as on the concentration and on the Mobility behaviour of the pollutants to be introduced is required. These include: a.:

2.1.2.1

Geological conditions

1.

Geological barrier; vertical distance Hangendzone salt up to the nearest uppermost mine build; horizontal cavity distances to the salt rock flanks and vertical distance to the lying; thickness of the entire salt deposit or of the salt rock body;

2.

Degree of inclusion of the deposit;

3.

Open-end drilling for days and days;

4.

Stratigraphy in the Grubenfeld (incl. Powerful, fasting transitions);

5.

Stock of salt deposits with ratio of rock salt to potash salts, tons, anhydrites, carbonate rocks;

6.

Structure of salt deposits, structural development, including movements of the salt deposit and its surroundings, convergence, brine and inocation of the deposit, flank formation, conversion on the surface of the salt deposit, location and Training of potential lye reservoirs (e.g. (b) main hydrite;

7.

Degree of tectonic stress on the salt structure, predominant disturbance directions;

8.

Geological cuts through the mine building;

9.

Geothermal depth level;

10.

Regional seismic activity in the past and present;

11.

Subrosion, formation of soil at the surface;

12.

Halokinese;

2.1.2.2

Information about the mine building

1.

Blank (devil of the mine, cavity volume, cross sections, shafts, blind shafts, helixes and ramps, horizontal extension of the mine building, location and depth of all shafts of the mine building, base areas and position of the soles, or Partial soles, sole or partial sole spacing, soles connected to a filling site at the daily shaft, location and size of the planned storage rooms);

2.

Security:

a)

Stability of the shafts, lines, blind shafts and excavation rooms,

b)

where applicable Ridge cases, bumps and loungers in the area of the mine field,

c)

where applicable Solution inflows (places, quantities per unit time, occurrence, temperature/density, saturated/unsaturated, pH-value/chemical analysis, effects on mine operation, if necessary individual grubbed parts), cause and origin,

d)

where applicable Gas release/risk (location, quantity, composition, cause),

e)

where applicable oil/natural gas reserves (in the interior or in the salt slope/flank area of salt deposits),

f)

Safety arrows to cover mountains/Flanken/base/solutionnestern/drills/crann/neighbour mines,

g)

existing exploratory drilling over days and underground (see also point 2.1.2.1),

h)

dammed or abiding parts of the mine building;

2.1.2.3

Hydrogeological conditions

1.

Stratigraphy, petrography, tectonics, power and storage conditions of the layers in the guise mountains and the secondary rock;

2.

information on the construction of ground water levels and on the groundwater movement;

3.

Permeabilities and flow velocities;

4.

Mineralization of groundwater, groundwater chemism, location of salt and freshwater borders;

5.

Use of groundwater, fixed or planned drinking water and mineral source protection areas as well as suburb areas;

6.

the location, training and quality of surface waters and water-filled subterranean caverns;

2.1.2.4

Introduction of waste

1.

waste types and quantities, waste quality;

2.

Deposition concept and technology;

3.

Geomechanical behaviour of the waste;

4.

Response of the waste in the case of water and salinar solutions:

a)

Solubility behavior,

b)

Gas evolution at elevated temperature underground,

c)

Interactions with each other or with the host rock.

2.1.3

Development of a safety concept Based on the basic information referred to in point 2.1.2, a security concept should first be drawn up. In the context of the site-based safety assessment, an initial assessment is made as to whether proof of the complete inclusion of the waste introduced appears to be possible in the long term under the location conditions. At the same time, it becomes apparent whether Additional or additional exploratory work is required.

2.1.4

Geotechnical safety proof In order to ensure the permanent closure of the waste from the biosphere, it is necessary to demonstrate for the stability of the cavities in detail that:

1.

During and after the creation of the cavities, no deformations are to be expected, either in the cavity itself or on the surface of the day, which can affect the functioning of the mine,

2.

the load-bearing characteristics of the mountain range are sufficient to prevent voids from voids which may affect the long-term safety of the class IV landfill; and

3.

that the waste that has been introduced has a stabilizing effect in the longer term.

The proof of stability in the storage, decommissioning and after-care phase must be provided by a mountain-mechanical expert opinion. In particular, the following tasks are to be worked out:

1.

Classification and evaluation of geological/tectonic and hydrogeological and hydrological knowledge with regard to their relevance to the ground and to forecasting mountain-mechanical situation in the area of the mine building;

2.

Analysis of the mining situation on the basis of operational experience (if available), in particular for the dimensioning of the underground mine construction and for the assessment of the stability of the stand;

3.

Analysis of mountain behaviour on the basis of measurements over days and underground, results of geotechnical laboratory tests as well as on the basis of market-based prognoses and mountain-mechanical evaluations. Existing results and data sets of a mine operating system can be used;

4.

Derivation of the presentation of possible mountain-mechanical hazard situations on the basis of the analyses carried out;

5.

Preparation of a safety plan for the proof of stability as well as for the mountainmechanical evaluation of the long-term safety (integrity/integrity) of the geological barriers, describing the possible risks and the significant define the potential risks to be used for the calculation of the computer evidence;

6.

Determination of the possible impact factors of geological/tectonic species to be taken into consideration (among others). a. Primary voltage condition, temperature field, earthquake) or anthropogenic species (e.g. For example, by means of voids, waste introduction);

7.

Carrying out laboratory tests to determine the rock-mechanical properties (strength and deformation properties) of the pending salt rocks, if necessary the waste to be introduced;

8.

In-situ measurements for the assessment of the stress condition (deformation and stress condition) of the deposit due to the mining carried out; in critical areas also in-situ measurements on permeability;

9.

Computational mountain mechanical modelling for the simulation of the stress state of the mountains and the long-term behaviour of the storage area and the mine building, taking into account the long-term convergence, the stabilizing the effect of the waste as well as the seismological dynamic effects of the waste;

10.

Assessment of mountain mechanical conditions:

a)

Stability (assessment of the possibility of strength deformation failure, seismic system stability),

b)

The convergence of the mine and surface reductions; and

c)

Long-term effectiveness of geological barriers;

11.

Elaboration of the measures required from a mountain mechanical point of view during the storage operation and for the closure of the company by:

a)

Operational geotechnical measurements and

b)

Mountain-mechanical principles for the preservation and for final works.

2.1.5

Proof of long-term safety-building on the preliminary results of the investigation are in the comprehensive and summarizing long-term safety proof for the overall system "Waste/underground construction/mountain bodies" on the basis of the Multi-barrier systems to assess the following individual systems:

1.

Assessment of the natural barriers-behaviour of the host rock, the side rock and the upper mountain range;

2.

Evaluation of technical interventions:

a)

Peel,

b)

other mine building (e.g. B. Stretching, blind peeling),

c)

Overtime drilling,

d)

Underboard drilling and

e)

mountaineering-related mountain rebates

on the natural barriers;

3.

Evaluation of the barriers:

a)

Waste quality and, where appropriate, Conditioning,

b)

the nature of the introduction,

c)

Stretch tribes and

d)

Shaft closures;

4.

Assessment of naturally induced events, provided that they endanger the complete containment of the waste and, if necessary, to achieve a pollutant mobilization:

a)

Diapirism and Subrosion,

b)

earthquakes;

5.

Assessment of technically related events and processes, provided that they endanger the complete containment of the waste and, if necessary, to achieve a pollutant mobilization:

a)

Unsealing of exploration wells,

b)

Water slump during the storage and decommissioning phase, e.g. B. over the shafts,

c)

lurking or gas slump during the storage and decommissioning phase,

d)

the failure of the shaft closures,

e)

mountaineering-related mountain rebates,

f)

drilling or other interventions in the post-operation phase;

The selection of additional events has to be adapted to the specific location-specific conditions;

6.

Summary assessment of the overall system, taking into account all safety aspects.

3.

Decommissioning

3.1

In the course of the decommissioning of a class IV landfill, final measures are to be carried out to ensure that the deposited waste is reliably removed from the biosphere. For this purpose, the requirements of point 3.2 or 3.3 shall be observed. In order to establish a safety zone for the storage of shaft parcels and other accesses of the landfill, it shall be marked with a permanent and permanent marking. These areas are not accessible to any use on the site and can be secured in addition by a construction prohibited zone. Once the measures have been completed, the remaining terrain can be re-used again. With the indication of the completion of the disposal of waste, verifiable documents for the final measures are to be submitted to the competent authority.

3.2

BergwerkePrior to the start of the final measures, a mountain monitoring final measurement is to be carried out underground. The shafts are fully available. The technical structure of the filling column is to be considered in consideration of the geological profile and the extension. to determine in detail that a connection between the deposition area and the biosphere is reliably prevented. In the area of the surface area, the shafts and other accesses are safe to cover. The cover must be designed in such a way that the underlying filling column can be controlled. If a class IV landfill is operated in conjunction with a salt mine, and the mineral extraction takes over the storage facility, it must be completed after completion of the operation. the deposition of a hydraulically sealed and against the expected pressure of the calculated pressure of the deposition area against the area of extraction, which in its technical design is considered to be in the long-term safety test Events referred to in point 2.1.5 (4) and (5) have to be taken into account. Draft of the technical construction of the filling column of shafts, quality assurance and the measures after completion of the filling are the guidance of the guide for the keeping of daily damages of 5 December 2007, in particular Annex 2, to use.

3.3

Caverna In the area of the cavernous roof and the cavernous neck, a closure structure is to be erected. All drawable pipes must be removed from the cavernous bore. The last cemented tube tour is completely filled with suitable sealing material. The closure of the cavern bore is to be manufactured in such a way that the inflow of basic and formative water to the deposited waste and the release of pollutants into the biosphere are prevented. It must satisfy at least the following requirements:

1.

The long-term stability and the maintenance clearance of the closure must be ensured.

2.

The sealing effect of the closure must be close to that of the natural salt or side rock.

3.

In order to achieve a rapid sealing effect, a rapid form-and force-fit between the closure and the salt rock must be ensured.

4.

The closure material must be adapted to the strength-mechanical properties of the environment.

5.

The volume shrinkage of the closure material must be small after insertion.

4.

Documentation of the safekeeping of the daily access The safekeeping of the daily accesses is to be prepared and handed over to the responsible mountain authority. The documentation must contain at least the following documents:

1.

Overall project, including legal framework conditions and targets,

2.

the condition of the shaft or bore and the relevant environment before the beginning of the safekeeping or closure;

3.

the condition of the shaft or the bore and the relevant environment after the direction of the filling or closure, including the work steps carried out and the exporting firms,

4.

the condition of the shaft or bore and of the relevant environment after the safekeeping or closure, including the work steps carried out and the exporting firms,

5.

a textual explanation of the depository or closure measures with the result of the identification of a potentially remaining risk area;

6.

Graphic representations (map showing the shaft or bore, shaft or drilling profile with the construction of the filling, if necessary hazardous area),

7.

Evidence of quantitative evidence,

8.

proof of the quality-appropriate execution of the safekeeping or of the closure,

9.

Photo documentation.

The results of continuous measurements of the vertical position of the upper edge of the filling column in accordance with Annex 5, point 3.2, Table number 6, as well as the quantity proofs, if necessary, in the after-care phase, shall be separately available. document and hand over to the competent mountain authority.

5.

Announcements of expert bodies

1.

The MSK-Scale is published in the Brockhaus Naturwissenschaft und Technik, Bibliographisches Institut & F. A. Brockhaus AG, Mannheim, 2003.

2.

The guide for the keeping of daily skates is published in the collection sheet of the district government Arnsberg, Division 6, Az.: 86.18.13.1-8-35.

Unofficial table of contents

Annex 3 Admissibility and assignment criteria (to § 2 number 5 to 9, 20 to 23, 33, § 6 (2) to 5, § 8 (1), 3, 5 and 8, § 14 (3), § § 15, 23, 25 (1))

(Fundstelle: BGBl. I 2009, 925-928;
with regard to of the individual amendments. Footnote)

1.

Use of waste for the manufacture of landfill substitutes and for direct use as landfill substitutes for landfill sites of class 0, I, II or IIIIn the use of waste for the manufacture of landfill substitutes and for the use of waste materials for the manufacture of landfill substitutes and for the manufacture of waste materials for the manufacture of waste materials. direct use as a substitute for landfill for the areas of application described in points 2.2, 2.3 and 3 of Table 1 shall be the allocation criteria referred to in point 2, for the areas of use referred to in Table 1, points 1.1, 2.1, 4.1 and 4.4.1, the Allocation values according to Table 2 and for the areas of application according to Table 1, points 2.1 and 4.1 in addition to the allocation criteria referred to in the second sentence of paragraph 2. The numbers 4 to 9, which are in columns 3 to 6 of the fields of application of points 1 to 4 of Table 1, represent the respective allocation values which are included in columns 4 to 9 of Table 2. Table 1, criteria for admissibility for the Use of landfill substitutes







1 Nr.2 Insert Area 3 DK 04 DK I5 DK II6 DK III

1	Geological barrier
1.1	Technical measures for the creation, completion or improvement of the geological barrier	4	4	4	4
2	Base sealing system
2.1	Mineral waterproofing component		5	5	5
2.2	Protective layer/protective layer		6	7	8
2.3	Mineral dehydration layer	5	6	7	8
3	Landfill technology Construction measures in the landfill body (e.g. Separation dams, roads, gas collectors), profiling of the landfill body as well as the levelling layer and gas-pressing layer of the surface- Sealing systems in landfills or landfill sections which 1)
3.1	comply with all requirements for the geological barrier and the basic sealing system referred to in Annex 1	5	6	7	8
3.2	at least all requirements comply with the geological barrier or the basic sealing system referred to in Annex 1;	5	5 2)	6	7
3.3	neither the requirements for geologic barrier still fully complying with the requirements for the base sealing system in Annex 1	3)	5 2 )	5 2 )	5 2 )
4	Surface sealing system
4.1	Mineral waterproofing component		5 2 )	5 2 )	5 2 )
4.2	Protective layer/protective layer			4)	4 )
4.3	Dewatering layer		4 )	4 )	4 )
4.4.1	Recultivation Layer	9	9	9	9
4.4.2	Technical function layer	Annex 1 Point 2.3.2	Annex 1 Point 2.3.2	Annex 1 Point 2.3.2	Annex 1 Point 2.3.2

1)

In the case of increased contents of the naturally occurring soil in the vicinity of landfills, the competent authority may allow soil material from this environment to be used for the said areas of use, even if individual allocation values as specified in point 2 Table 2 is exceeded. No adverse effects on the landfill behaviour may be expected.

2)

Where, on the basis of an assessment of the risks to the environment, the landfill operator can demonstrate to the competent authority that the use of landfill substitutes, the individual allocation values referred to in point 2, Table 2, column 5 does not apply. , it may also permit higher-loaded landfill substitutes for soil or groundwater. However, in the case referred to in the first sentence, the deponietic substitutes must comply with at least the requirements for the recovery of such waste outside the landfill body in technical structures with defined technical safety measures. would be admissible. In the case of the first sentence, in the case of an insert in the first sealing component under a second sealing component, however, landfill substitutes must comply with at least the allocation values according to Table 2, column 6. The use in the areas referred to in point 3 shall remain unaffected by the limit provided for in the second sentence if, in the case of the first sentence of a class II landfill, at least the allocation values set out in Table 2, column 6, and at a landfill in class III, at least the Mapping values according to Table 2, column 7 are observed.

3)

When used in a class 0 landfill which does not have a complete geological barrier in accordance with Annex 1, Table 1, landfill substitutes must comply at least with the requirements for the recovery of such waste would be allowed outside the landfill body.

4)

In these areas of use, the disposal of landfill materials must meet at least the requirements for a comparable field of use outside of landfills in technical structures without special requirements for the location and without technical requirements. Comply with security measures.

2.

Allocation criteria for Class 0, I, II or IIIIn the allocation of waste and landfill substitutes for landfills or landfill sections of Class 0, I, II or III, the allocation values of Table 2 shall be maintained. In the case of a waste and landfill substitute building materials may be deposited or used on a case-by-case basis with the consent of the competent authority, even if individual assignment values are exceeded, if the landfill operator proves that the good of the general public -not affected by the requirements of this Regulation In case of an overrun in accordance with the second sentence, the measured value exceeding the assignment value may be at most three times the respective allocation value, unless the footnotes of the table allow for higher exceedances By way of derogation from the provisions of the third sentence, specific mass waste which is disposed of on a monolandfill or in a category I monodeposit section shall apply, with the proviso that the exceedance shall not exceed three times the relevant allocation value. for Class II (Table 2, column 7), unless the footnotes of the table By way of derogation from sentence 3, the allocation values of the total content of dissolved solids, chloride or sulphate must be exceeded by a maximum of 100% in the case of class I, II and III in each case, to the extent that: In the case of increased contents of the naturally occurring soil in the vicinity of landfill sites, the competent authority may allow soil material to be deposited from this environment. No adverse effects on the landfill behaviour should be expected. Exceeding of the rates 2 to 4 is not permitted for the parameters of loss of ignition, TOC, BTEX, PCB, mineral oil hydrocarbons, PAHs, pH and DOC, insofar as the footnotes of the table do not allow exceedances to be permitted. Exceedances according to sentences 2 to 4 shall not be allowed in the case of mechanically-biologically treated waste. Sentence 9 shall apply to mechanically-biologically treated waste with the following measures:

a)

the organic fraction of the dry residue of the original substance shall be deemed to be complied with if a TOC of 18% by mass or a calorific value (Ho) of 6 000 kJ/kg of TM is not exceeded,

b)

A DOC of max. 300 mg/l shall apply and

c)

The biodegradability of the dry residue of the original substance of 5 mg/g (determined as respiratory activity-AT4) or of 20 l/kg (determined as the gas formation rate in the fermentation test-GB21) is not exceeded.

By way of derogation from sentences 3 and 8, exceedances in the parameters of loss of ignition or TOC with the consent of the competent authority shall be permitted if the exceedances are caused by elemental carbon, or if:

a)

the respective assignment value for the DOC, taking into account footnotes 9, 10 or 11 to Table 2, is complied with,

b)

the biodegradability of the dry residue of the original substance is less than 5 mg/g (determined as respiratory activity-AT4) or of 20 l/kg (determined as the gas formation rate-GB21),

c)

the calorific value (Ho) of 6 000 kJ/kg of TM shall not be exceeded, unless these are heavy-metal-loaded ion-exchange resins from the drinking water treatment,

d)

it is a ground and bagger-good landfill in class 0 landfills, and a TOC of 6% by mass is not exceeded; and

e)

the waste is not used for the construction of the geological barrier.

By way of derogation from the first sentence, the approval of the competent authority in a class III landfill shall be allowed to exceed the DOC in the eluate of up to 200 mg/l if the good of the general public is not affected. The total solids content of selected parameters may be determined by the competent authority on a case-by-case basis with regard to the type of waste, to pre-treatment steps and to special storage or operating conditions. Sample preparation and testing is Annex 4 and in the case of fully stabilized wastes in addition to Article 6 (2). Unless otherwise specified, the eluate shall be produced in accordance with Annex 4, point 3.2.1.1. The competent authority shall keep a register of the decisions taken in accordance with the second sentence. Table 2Map values

¹⁾




123456789 Nr.Parameter Measure- Uni-Geo- logical BarriereDK 0DK IDK IIDK IIIRekulti- four- Tier

1	organic Share of Dry residue of the original Substance 2)
1.01	determined as Loss of glow	Mass%	≤ 3	≤ 3	≤ 3 3) 4) 5)	≤ 5 3 ) 4 ) 5 )	≤ 10 4 ) 5 )
1.02	determined as TOC	Mass%	≤ 1	≤ 1	≤ 1 3 ) 4 ) 5 )	≤ 3 3 ) 4 ) 5 )	≤ 6 4 ) 5 )
2	Solids criteria
2.01	Total BTEX (benzene, toluene, ethylbenzene, o-, m-, p-xylene, styrene, cumene)	mg/kg TM	≤ 1	≤ 6
2.02	PCB (sum of 7 PCB-Congeners, PCBs-28, -52, -101, -118, -138, -153, -180)	mg/kg TM	≤ 0.02	≤ 1				≤ 0.1
2.03	Mineral Oils- Water (C 10 to C 40)	mg/kg TM	≤ 100	≤ 500
2.04	Total PAK to EPO	mg/kg TM	≤ 1	≤ 30				≤ 5 6)
2.05	Benzo (a) pyrene	mg/kg TM						≤ 0.6
2.06	Acid neutralization capacity	mmol/kg			must be Dangerous Wastes determined shall be 7)	must be Dangerous Wastes determined shall be 7 )	must determined shall be
2.07	Extractable lipophilic substances in the original substance	Mass%		≤ 0.1	≤ 0.4 5 )	≤ 0.8 5 )	≤ 4 5 )
2.08	Lead	mg/kg TM						≤ 140
2.09	Cadmium	mg/kg TM						≤ 1.0
2.10	Chrome	mg/kg TM						≤ 120
2.11	Copper	mg/kg TM						≤ 80
2.12	Nickel	mg/kg TM						≤ 100
2.13	Mercury	mg/kg TM						≤ 1.0
2.14	Zinc	mg/kg TM						≤ 300
3	Eluate criteria
3.01	PH value 8)		6.5-9	5.5-13	5.5-13	5.5-13	4-13	6.5-9
3.02	DOC 9)	mg/l		≤ 50	≤ 50 3 ) 10)	≤ 80 3 ) 10 ) 11)	≤ 100
3.03	Phenols	mg/l	≤ 0.05	≤ 0.1	≤ 0.2	≤ 50	≤ 100
3.04	Arsenic	mg/l	≤ 0.01	≤ 0.05	≤ 0.2	≤ 0.2	≤ 2.5	≤ 0.01
3.05	Lead	mg/l	≤ 0.02	≤ 0.05	≤ 0.2	≤ 1	≤ 5	≤ 0.04
3.06	Cadmium	mg/l	≤ 0.002	≤ 0.004	≤ 0.05	≤ 0.1	≤ 0.5	≤ 0.002
3.07	Copper	mg/l	≤ 0.05	≤ 0.2	≤ 1	≤ 5	≤ 10	≤ 0.05
3.08	Nickel	mg/l	≤ 0.04	≤ 0.04	≤ 0.2	≤ 1	≤ 4	≤ 0.05
3.09	Mercury	mg/l	≤ 0.0002	≤ 0.001	≤ 0.005	≤ 0.02	≤ 0.2	≤ 0.0002
3.10	Zinc	mg/l	≤ 0.1	≤ 0.4	≤ 2	≤ 5	≤ 20	≤ 0.1
3.11	Chloride 12)	mg/l	≤ 10	≤ 80	≤ 1 500 13)	≤ 1 500 13 )	≤ 2 500	≤ 10 14)
3.12	Sulphate 12 )	mg/l	≤ 50	≤ 100 15)	≤ 2 000 13 )	≤ 2 000 13 )	≤ 5 000	≤ 50 14 )
3.13	Cyanide, light Releasable	mg/l	≤ 0.01	≤ 0.01	≤ 0.1	≤ 0.5	≤ 1
3.14	Fluoride	mg/l		≤ 1	≤ 5	≤ 15	≤ 50
3.15	Barium	mg/l		≤ 2	≤ 5 13 )	≤ 10 13 )	≤ 30
3.16	Chrome, total	mg/l		≤ 0.05	≤ 0.3	≤ 1	≤ 7	≤ 0.03
3.17	Molybdenum	mg/l		≤ 0.05	≤ 0.3 13 )	≤ 1 13 )	≤ 3
3.18a	Antimony 16)	mg/l		≤ 0.006	≤ 0.03 13 )	≤ 0.07 13 )	≤ 0.5
3.18b	Antimony Co 16 )	mg/l		≤ 0.1	≤ 0.12 13 )	≤ 0.15 13 )	≤ 1.0
3.19	Selenium	mg/l		≤ 0.01	≤ 0.03 13 )	≤ 0.05 13 )	≤ 0.7
3.20	Total Content dissolved solids 12)	mg/l	≤400	≤400	≤ 3 000	≤ 6 000	≤10 000
3.21	electrical Conductivity	μS/cm						≤ 500

1)

In areas with a natural or large area of increased pollutant contents in soils, the use of soil material from these areas is permitted, which does not exceed the background contents of the area, provided that the function the recultivation layer is not impaired.

2)

Point 1.01 may be applied as equivalent to paragraph 1.02.

3)

The allocation value is exceeded with the agreement of the competent authority in the case of excavation (waste key 17 05 04 and 20 02 02 after the installation of the Waste Directory Regulation) and in the case of dredgergut (waste key 17 05 06 after the installation for the installation of the waste-recycling-waste-recycling-system). Waste-directory regulation), if:

a)

the excess is exclusively due to natural components of the excavation or excavation material;

b)

other external components shall not account for more than 5% by volume,

c)

in the case of joint storage with gypsum-containing wastes, the DOC value is not more than 80 mg/l,

d)

Only non-hazardous waste is deposited on the landfill, the landfill section or the separate subsection of a landfill section, and

e)

the good of the general public, as measured by the requirements of this Regulation, is not affected.

4)

The allocation value shall not apply to ash from lignite, waste or landfill materials from high-temperature processes, including, in particular, waste from the processing of slag, unprocessed slag, dusts and waste. sludges from the exhaust gas purification of sintering plants, blast furnaces, shaft furnaces and steelworks of the iron and steel industry. In the case of joint storage with gypsum-containing waste, the TOC value of the waste or landfill substitutes referred to in the first sentence shall not exceed 5% by mass. This TOC value may be exceeded if the DOC value is not more than 80 mg/l.

5)

Does not apply to asphalt on bitumen or on tar base.

6)

In the case of PAK contents of more than 3 mg/kg, it must be demonstrated with the aid of a column test in accordance with Annex 4, point 3.2.2, that a value of 0.2 µ g/l is not exceeded in the column eluate at a liquid/solids ratio of 2: 1.

7)

Not required in the case of waste containing asbestos and waste containing other dangerous mineral fibres.

8)

Deviating pH values do not constitute an exclusion criterion alone. The cause is to be tested in case of overshooting or underwriting. However, where hazardous waste is deposited in classes I and II, its pH must be at least 6,0.

9)

The assignment value for DOC is also complied with if the waste or the landfill substitute does not comply with the assignment value at its own pH value, but at a pH between 7.5 and 8.0.

10)

Only to be applied to gypsum-based waste or landfill substitutes if they are stored or used together with hazardous waste.

11)

Overruns of the DOC value up to a maximum of 100 mg/l shall be permitted if there are no toxic waste at the landfill site or section of the landfill and since 16 July 2005 only non-hazardous waste or landfill replacement materials have been deposited, or shall be used.

12)

Point 3.20, except in the cases referred to in column 9 (recultivation layer), may be applied as equivalent to points 3.11 and 3.12.

13)

The allocation value shall not apply if only non-hazardous waste or landfill substitutes are deposited or used on the landfill site or in the landfill section since 16 July 2005.

14)

Investigation is no longer necessary in the case of soil material without mineral foreign components.

15)

Exceeding of the sulphate value up to a value of 600 mg/l shall be allowed if the co-value of the percolation test does not exceed the value of 1 500 mg/l at L/S = 0.1 l/kg.

16)

Exceedances of the antimony value as specified in point 3.18a shall be allowed if the co-value of the percolation test is not exceeded at L/S=0.1 l/kg as specified in 3.18b.

Unofficial table of contents

Annex 4 specifications for sampling (sampling, sample preparation and testing of waste and landfill substitutes) (to § 6 (2), § 8 (1), (3) and (5), § 23)

(Fundstelle: BGBl. I 2009, 929-939;
with regard to of the individual amendments. Footnote)

1.

Specialist and accreditation The sampling must be carried out by persons who have the technical expertise required to carry out the sampling. The subject can be proven by qualified training (study, etc.) or long-standing practical experience in combination with a successful participation in a sampling course according to PN 98. For the collection of samples in the case of the delivery of waste to landfills, contrary to the first sentence, in the case of sampling, it is sufficient for the sampling of samples. The subject-matter can be proven by a successful participation in a sampling course according to PN 98. In addition to the certificate of expertise or proof of proof, a waste-specific classification of the sampling agent by the accredited laboratory is always required for the sampling. The signing of the sampling protocol may only be carried out by experts. The sample tests are to be carried out by independent, according to DIN EN ISO/IEC 17025, issue August 2005, 2nd corrigendum May 2007, general requirements for the competence of testing and calibration laboratories; accredited investigative bodies.

2.

Sampling The sampling for the carrying out of the investigations has been carried out in accordance with the LAGA PN 98 Directive for the treatment of physical, chemical and biological investigations in relation to the recovery/disposal of waste, as well as the 8 December 2001, ISBN: 978-3-503-07037-4. The sampling shall be recorded. The sampling protocols shall be kept for a period of five years and shall be submitted to the competent authority upon request.

3.

Determination of the total contents in the solid as well as of the elutable share The determination of the assignment values listed in Annex 3 shall be carried out in accordance with the following procedures. Equivalent methods according to the state of the art shall be permitted with the consent of the competent authority. As far as other parameters, not mentioned below, are to be examined, the competent authority shall establish the investigation procedure. In this case, the determination limit of a selected analysis method must be at least one factor of three smaller than the value of the corresponding parameter. The determination of the limit of detection and determination is carried out in accordance with DIN 32645, issue November 2008, chemical analysis-detection, detection and determination limit under repeatability conditions-, terms, procedures, evaluation.

3.1

Determination of the total contents in the solid

3.1.1

Sample preparation The sample of solid waste is in accordance with DIN 19747, issue July 2009 (study of solids-sample pre-treatment, preparation and processing for chemical, biological and physical examinations) by quarters, Break and grinding in such a way that a homogeneous sample of 1 000 g is obtained from an initial sample of 5 to 50 kg. The sample of pasty and muddy waste is to be prepared by the use of codders in such a way that a homogeneous sample of 1 000 g is obtained from an initial sample of 5 to 50 kg. The dry mass of the sample shall be determined in accordance with point 3.2.24. The sample preparation is to be recorded.

3.1.2

Digestion process DIN EN 13657, edition January 2003
Characterisation of waste-information on the subsequent determination of the percentage of elements in waste that is soluble in Königswasser.

3.1.3

Organic fraction of the dry residue of the original substance

3.1.3.1

Ignition loss DIN EN 15169, edition May 2007
Characterization of waste-determination of the loss of ignition in waste, sludge and sediments

3.1.3.2

TOC (Total organic carbon) DIN EN 13137, issue December 2001
Characterization of waste-determination of the total organic carbon (TOC) in waste, sludge and sediments

3.1.4

BTEX (benzene, toluene, ethylbenzene, o-, m-, p-xylene, styrene, cumene) DIN 38407-9, edition May 1991
German unit procedures for water, sewage and sludge investigation; jointly detectable groups of substances (group F); determination of benzene and some derivatives by gas chromatography (F9) Alternatively:
Manual Altweigh, Bd. 7: Analytical methods; Part 4-Determination of BTEX/LHKW in solid matter from the Altlastenbereich, issue 2000, Hessische Landesanstalt für Umwelt und Geologie

3.1.5

PCBs (polychlorinated biphenyls-sum of the 7 PCB congeners, PCB-28, -52, -101, -118, -138, -153, -180) DIN EN 15308, issue May 2008
Characterization of waste-Determination of selected polychlorinated biphenyls (PCBs) in solid waste, using capillary gas chromatography with electron capture detection or mass spectrometry detection

3.1.6

Mineral oil hydrocarbons (C 10 to C 40) DIN EN 14039, edition January 2005
Characterisation of waste-Determination of the hydrocarbon content of C 10 to C 40 by means of gas chromatography
LAGA-Communication 35, Determination of the content of hydrocarbons in waste-Investion and analysis strategy (LAGA-Directive KW/04), as of 15 December 2009, ISBN: 978-3-503-08396-1

3.1.7

PAK (Polycyclic aromatic hydrocarbons) DIN ISO 18287, edition May 2006
Soil condition-Determination of polycyclic aromatic hydrocarbons (PAHs)-Gas chromatographic method with detection by mass spectrometry (GC-MS)

3.1.8

DichteDIN 18125-2, issue March 2011
Building ground, investigation of soil samples-Determination of the density of soil-Part 2: Field experiments

3.1.9

Burning value DIN EN 15170, issue May 2009
Characterization of sludges-determination of calorific value and calorific value

3.1.10

Cadmium, chromium, copper, nickel, lead, zinc DIN ISO 11047, edition May 2003
Soil composition-Determination of cadmium, chromium, cobalt, copper, lead, manganese, nickel and zinc in the Royal Water Extract-Flaming and electrothermal atomic absorption spectrometry.
DIN ISO 22036, issue June 2009
Soil quality-Determination of trace elements in soil extracts by means of atomic emission spectroscopy with inductively coupled plasma (ICP-AES) Alternatively:
DIN EN ISO 11885, edition September 2009
Water condition-Determination of selected elements by inductively coupled plasma-atom emission spectrometry (ICP-OES)

3.1.11

Mercury DIN EN ISO 12846, issue August 2012Water quality-Determination of mercury processes using atomic absorption spectrometry (AAS) with and without enrichment Alternatively :DIN EN ISO 17852, issue April 2008Water quality- Determination of mercury processes by means of atomic fluorescence spectrometry

3.1.12

Extractable lipophilic substance LAGA Directive KW/04-Determination of the content of hydrocarbons in waste-examination and analysis strategy, abbreviation: KW/04, stand: 15 December 2009

3.2

Determination of the contents of the eluate

3.2.1

Eluathertion

3.2.1.1

Elution with liquid/solids ratio 10 /1DIN EN 12457-4, issue January 2003Characterisation of waste-leaching; conformity assessment for the leaching of granular waste and sludge-Part 4: single-stage Shaking process with a liquid/solids ratio of 10 l/kg for materials with a particle size of less than 10 mm (without or with grain size reduction)

3.2.1.2

Elution with constant pH 4 and 11/acid neutralization capacity determination of the elucibility with aqueous media at constant pH-Chapter 5 of the Waste Directive issued by the National Working Group for Waste Procedure for physical and chemical investigations of waste, contaminated soils and materials from the contaminated area (LAGA-guideline EW 98), 2002, ISBN: 978-3-503-07038-1

3.2.2

Percolation test in the upward current DIN 19528, issue January 2009
Elution of solids-percolation methods for the joint investigation of the elution behaviour of organic and inorganic substances.
DIN CEN/TS 14405, issue September 2004
Characterisation of waste-leaching behaviour-Perkolation test in upward current (under fixed conditions)

3.2.3

pH-valueDIN 38404-5, edition July 2009
German unit procedures for water, sewage and sludge investigation-Physical and physico-chemical parameters (Group C)-Part 5: Determination of pH (C 5)

3.2.4

DOC (dissolved organic carbon)

3.2.4.1

DOCDIN EN 1484, edition August 1997
Water analysis instructions for the determination of the total organic carbon (TOC) and dissolved organic carbon (DOC)

3.2.4.2

DOC at a pH between 7.5 and 8Determination of the elucibility with aqueous media at constant pH-Chapter 5 of the Directive for the procedure for physical and chemical investigations of waste, contaminated soil and Materials from the contaminated site-Manufacture and study of aqueous eluates (LAGA-guideline EW 98), 2002, ISBN: 978-3-503-07038-1

3.2.5

PhenoleDIN 38409-16, edition June 1984
German unit procedures for water, sewage and sludge investigation; Summary of activity and substance characteristics (group H); Determination of the phenol index (H 16)
Alternatively:
DIN EN ISO 14402, edition December 1999
Water quality-Determination of the phenol index with the flow analysis (FIA and CFA)

3.2.6

ArsenDIN EN ISO 11969, issue November 1996
Determination of arsenic atomic absorption spectrometry (hydride method) Alternatively:
DIN ISO 22036, issue June 2009
Soil condition-Determination of trace elements in soil extracts using atomic emission spectroscopy with inductively coupled plasma (ICP-AES)
Alternatively:
DIN EN ISO 11885, edition September 2009
Water condition-Determination of selected elements by inductively coupled plasma-atom emission spectrometry (ICP-OES) Alternatively:
DIN EN ISO 15586, issue February 2004
Water quality-Determination of trace elements by means of atomic absorption spectrometry with the graphite-tube process Alternatively:
DIN EN ISO 17294-2, edition February 2005
Water quality-Application of inductively coupled plasma mass spectrometry (ICP-MS)-Part 2: Determination of 62 elements

3.2.7

Lead DIN EN ISO 15586, issue February 2004
Water quality-Determination of trace elements by means of atomic absorption spectrometry with the graphite-tube process Alternatively:
DIN EN ISO 17294-2, edition February 2005
Water quality-Application of inductively coupled plasma mass spectrometry (ICP-MS)-Part 2: Determination of 62 Element Alternative:
DIN ISO 22036, issue June 2009
Soil condition-Determination of trace elements in soil extracts using atomic emission spectroscopy with inductively coupled plasma (ICP-AES)
Alternatively:
DIN EN ISO 11885, edition September 2009
Water condition-Determination of selected elements by inductively coupled plasma-atom emission spectrometry (ICP-OES)

3.2.8

Cadmium DIN EN ISO 15586, issue February 2004
Water quality-Determination of trace elements by means of atomic absorption spectrometry with the graphite-tube process Alternatively:
DIN EN ISO 17294-2, edition February 2005
Water quality-Application of inductively coupled plasma mass spectrometry (ICP-MS)-Part 2: Determination of 62 Element Alternative:
DIN ISO 22036, issue June 2009
Soil condition-Determination of trace elements in soil extracts using atomic emission spectroscopy with inductively coupled plasma (ICP-AES)
Alternatively:
DIN EN ISO 11885, edition September 2009
Water condition-Determination of selected elements by inductively coupled plasma-atom emission spectrometry (ICP-OES)

3.2.9

Copper DIN EN ISO 15586, issue February 2004
Water quality-Determination of trace elements by means of atomic absorption spectrometry with the graphite-tube process Alternatively:
DIN EN ISO 17294-2, edition February 2005
Water quality-Application of inductively coupled plasma mass spectrometry (ICP-MS)-Part 2: Determination of 62 Element Alternative:
DIN ISO 22036, issue June 2009
Soil condition-Determination of trace elements in soil extracts using atomic emission spectroscopy with inductively coupled plasma (ICP-AES)
Alternatively:
DIN EN ISO 11885, edition September 2009
Water condition-Determination of selected elements by inductively coupled plasma-atom emission spectrometry (ICP-OES)

3.2.10

Nickel DIN EN ISO 15586, issue February 2004
Water quality-Determination of trace elements by means of atomic absorption spectrometry with the graphite-tube process Alternatively:
DIN EN ISO 17294-2, edition February 2005
Water quality-Application of inductively coupled plasma mass spectrometry (ICP-MS)-Part 2: Determination of 62 Element Alternative:
DIN ISO 22036, issue June 2009
Soil condition-Determination of trace elements in soil extracts using atomic emission spectroscopy with inductively coupled plasma (ICP-AES)
Alternatively:
DIN EN ISO 11885, edition September 2009
Water condition-Determination of selected elements by inductively coupled plasma-atom emission spectrometry (ICP-OES)

3.2.11

Mercury DIN EN ISO 12846, issue August 2012Water quality-Determination of mercury processes using atomic absorption spectrometry (AAS) with and without enrichment Alternatively :DIN EN ISO 17852, issue April 2008Water quality- Determination of mercury processes by means of atomic fluorescence spectrometry

3.2.12

Zinc DIN EN ISO 15586, issue February 2004
Water quality-Determination of trace elements by means of atomic absorption spectrometry with the graphite-tube process Alternatively:
DIN EN ISO 17294-2, edition February 2005
Water quality-Application of inductively coupled plasma mass spectrometry (ICP-MS)-Part 2: Determination of 62 Element Alternative:
DIN ISO 22036, issue June 2009
Soil condition-Determination of trace elements in soil extracts using atomic emission spectroscopy with inductively coupled plasma (ICP-AES)
Alternatively:
DIN EN ISO 11885, edition September 2009
Water condition-Determination of selected elements by inductively coupled plasma-atom emission spectrometry (ICP-OES)

3.2.13

Chloride DIN EN ISO 10304-1, edition July 2009
Water quality-Determination of dissolved anions by means of liquid ion chromatography-Part 1: Determination of Bromide, Chloride, Fluoride, Nitrate, Nitrite, Phosphate and SulfatAlternatively:
DIN 38405-1, edition December 1985
German unit processes for water, sewage and sludge investigation; anions (group D)-Determination of chloride ions (D 1) Alternatively:
DIN EN ISO 15682, edition January 2002
Water quality-Determination of chloride by means of flow analysis (CFA and FIA) and photometric or potentiometric detection

3.2.14

SulfatDIN EN ISO 10304-1, edition July 2009
Water quality-Determination of dissolved anions by means of liquid ion chromatography-Part 1: Determination of Bromide, Chloride, Fluoride, Nitrate, Nitrite, Phosphate and SulfatAlternatively:
DIN 38405-5, edition January 1985
German unit processes for water, sewage and sludge investigation; anions (group D)-Determination of the sulfate ions (D 5)

3.2.15

Cyanides, easy release barDIN 38405-13, issue April 2011German Unity method for water, sewage and sludge investigation-Anions (Group D)-Part 13: Determination of cyanides (D 13) In the case of sulphide-containing wastes, the determination is carried out according to DIN EN ISO 17380, May 2006 Issue of soil-Determination of the content of total cyanide and easily-liberated cyanide process with continuous flow analysis Alternatively :DIN EN ISO 14403-1, edition October 2012Water quality-Determination from total cyanide and free cyanide by means of flow analysis (FIA and CFA)- Part 1: Process by means of flow injection analysis (FIA)

3.2.16

FluoridDIN 38405-4, edition July 1985
German unit procedures for water, sewage and sludge investigation; anions (group D); determination of fluoride (D 4) Alternatively:
DIN EN ISO 10304-1, edition July 2009
Water quality-Determination of dissolved anions by means of liquid ion chromatography-Part 1: Determination of Bromide, Chloride, Fluoride, Nitrate, Nitrite, Phosphate and Sulfate

3.2.17

BariumDIN ISO 22036, Issue June 2009
Soil quality-Determination of trace elements in soil extracts by means of atomic emission spectroscopy with inductively coupled plasma (ICP-AES) Alternatively:
DIN EN ISO 11885, edition September 2009
Water condition-Determination of selected elements by inductively coupled plasma-atom emission spectrometry (ICP-OES) Alternatively:
DIN EN ISO 17294-2, edition February 2005
Water quality-Application of inductively coupled plasma mass spectrometry (ICP-MS)-Part 2: Determination of 62 elements

3.2.18

Chromium, total DIN ISO 22036, edition June 2009
Soil condition-Determination of trace elements in soil extracts using atomic emission spectroscopy with inductively coupled plasma (ICP-AES)
Alternatively:
DIN EN ISO 11885, edition September 2009
Water condition-Determination of selected elements by inductively coupled plasma-atom emission spectrometry (ICP-OES) Alternatively:
DIN EN ISO 15586, issue February 2004
Water quality-Determination of trace elements by means of atomic absorption spectrometry with the graphite-tube process Alternatively:
DIN EN ISO 17294-2, edition February 2005
Water quality-Application of inductively coupled plasma mass spectrometry (ICP-MS)-Part 2: Determination of 62 elements

3.2.19

Molybdenum DIN ISO 22036, Issue June 2009
Soil quality-Determination of trace elements in soil extracts by means of atomic emission spectroscopy with inductively coupled plasma (ICP-AES) Alternatively:
DIN EN ISO 11885, edition September 2009
Water condition-Determination of selected elements by inductively coupled plasma-atom emission spectrometry (ICP-OES) Alternatively:
DIN EN ISO 17294-2, edition February 2005
Water quality-Application of inductively coupled plasma mass spectrometry (ICP-MS)-Part 2: Determination of 62 elements

3.2.20

AntimonDIN ISO 22036, Issue June 2009
Soil quality-Determination of trace elements in soil extracts by means of atomic emission spectroscopy with inductively coupled plasma (ICP-AES) Alternatively:
DIN EN ISO 11885, edition September 2009
Water condition-Determination of selected elements by inductively coupled plasma-atom emission spectrometry (ICP-OES) Alternatively:
DIN EN ISO 15586, issue February 2004
Water quality-Determination of trace elements by means of atomic absorption spectrometry with the graphite-tube process Alternatively:
DIN 38405-32, May 2000
German unit processes for water, sewage and sludge investigation; Anions (Group D)-Determination of antimony by atomic absorption spectrometry (D 32) Alternatively:
DIN EN ISO 17294-2, edition February 2005
Water quality-Application of inductively coupled plasma mass spectrometry (ICP-MS)-Part 2: Determination of 62 elements

3.2.21

SelenDIN ISO 22036, Issue June 2009
Soil quality-Determination of trace elements in soil extracts by means of atomic emission spectroscopy with inductively coupled plasma (ICP-AES) Alternatively:
DIN EN ISO 11885, edition September 2009
Water condition-Determination of selected elements by inductively coupled plasma-atom emission spectrometry (ICP-OES) Alternatively:
DIN EN ISO 17294-2, edition February 2005
Water quality-Application of inductively coupled plasma mass spectrometry (ICP-MS)-Part 2: Determination of 62 elements

3.2.22

Total dissolved solids DIN EN 15216, issue January 2008-Characterization of waste-Determination of the total content of dissolved solids (TDS) in water and eluates
Alternatively:
DIN 38409-1, edition January 1987
German unit procedures for water, sewage and sludge investigation; Summary of action and substance characteristics (group H); Determination of total dry residue, dry filtrate residue and the ignition residue (H 1)
Alternatively:
DIN 38409-2, March 1987 edition
German unit procedures for water, sewage and sludge investigation; Summary of action and substance characteristics (Group H); Determination of the substances which can be filtered off and the residue of the ignition (H 2)

3.2.23

Conductivity of the eluate DIN EN 27888, issue November 1993
Water quality-Determination of electrical conductivity

3.2.24

Determination of dry residue DIN EN 14346, issue March 2007Characterization of waste-Calculation of dry matter by determination of the dry residue or water content

3.3

Biodegradability of the dry residue of the original substance

3.3.1

Respiratory activity, determined over 4 days in laboratory test (AT4): This test procedure can only be used in the case of waste which has a pH in the range of pH 6.8 to pH 8.2. The biodegradability of the dry residue of the original substance in accordance with point 3.3.2 shall be determined in the case of waste with a pH-value different from that.

3.3.1.1

Test equipment: The AT4 is determined with a Sapromat, Respiromat or an equivalent device. All deviations from the method listed below are to be documented.

3.3.1.2

Temperature: 20 ± 1 ° C in the tempered water bath or climate room.

3.3.1.3

Sample storage: Within 48 hours of taking the sample, the sample preparations must be completed and the test started. During this period, temperatures above 4 ° C are allowed for a maximum of 24 hours. If this procedure is not to be guaranteed, the sample shall be frozen at -18 to -20 ° C within 24 hours of taking the sample. The freezing of the sample shall be documented in the evaluation. The gentle thawing of the sample should be carried out within 24 hours, the temperature must not exceed 20 ° C.

3.3.1.4

Sample preparation: The original sample is to be comminuted in its entirety moist to a particle size less than or equal to 10 mm. If necessary, interfering substances (glass, stones and metals) can be discharged before the comminution. Their mass fractions shall be taken into account in the evaluation of the experiment.

3.3.1.5

Adjustment of the water content: 300 g of the prepared sample are moistened with 300 ml of tap water and transferred to the apparatus described in FIG. 1. After placing the lid and sealing off, a negative pressure of approx. 100 000 Pa (water jet vacuum) and kept for more than 30 minutes. The volume of water that has been filtered off must be determined and removed from the 300 ml of tap water added. The water mass determined in this way must be added to the part of the sample which is installed in the test apparatus. If the water content of the sample to be used is above the determined water content, then the sample is readily moistened into the test apparatus shown in FIG. 1. , transfer over 30 minutes to the vacuum in the suction chute and to incorporate it into the test apparatus.

	Equipment:
	Suction bottle, vacuum-proof, contents 1 to 2 litres, with rubber conus
	Filter groove, diameter 120 mm, filter plate (P1), contents 1 liter
	Execution with vertical side walls
	Aluminium plate, diameter equal to inside diameter Nutsche
	Vacuum pump and vacuum pressure gauge
Figure 1: Apparatus for adjusting the water content

3.3.1.6

Sample quantity: 40 g of sample, which was adjusted to the water content determined above, are used.

3.3.1.7

Number of parallel approaches: The samples are examined in three parallel approaches.

3.3.1.8

Trial duration and evaluation: The evaluation period is four days and starts after the initial lag phase. The lag phase is completed if the mean oxygen consumption, expressed as the three-hour average, is 25% of the value of the three-hour average in the range of the greatest slope of the oxygen consumption within the first The mass of the oxygen consumed in the lag phase shall be subtracted from the mass of the oxygen consumed throughout the duration of the experiment (lag phase plus four days) and shall not exceed 10% of the total value. Otherwise the determination must not be evaluated. The measured values are to be recorded every hour. To represent the analysis function and the three-hour averages, the duration of the experiment (in hours) and on the y-axis are summed on the x-axis. Oxygen masses (in mg of O2 per g of dry matter) are applied.

3.3.1.9

Indication of the result: The result is given with two significant digits in mg of O2 per g of dry matter. The mean value and the standard deviation are to be specified. If a single value of the triple determination deviates more than 20 percent from the mean value, then the value is to be eliminated as outlier. The calculation of the new mean value is made up of the two remaining values.

3.3.2

Gas formation, determined over 21 days in laboratory test (GB21):

3.3.2.1

General: The fermentation test is based on DIN 38414-8, issue June 1985, German unit procedures for water, sewage and sludge investigation; sludge and sediments (group S); determination of the digestion behaviour (S8) with modifications (see the Numbers 3.3.2.4 to 3.3.2.11). All deviations from the method listed below are to be documented.

3.3.2.2

Experimental setup and gas measurement: An apparatus according to FIG. 2 is used for the determination of the determination. " It consists of an Eudiometer tube (B) with a volume of 300 to 400 ml graduated from top to bottom (scale 5 ml) and placed on the stand bottle (A), volume approximately 500 ml, with a glass cut. A connecting tube (C) passes through the bottom of the Eudiometer tube, which allows the digestion gas developed in the stand bottle to enter the measuring tube. The connecting tube is held in position by four-sided glass rods (E). A glass olive is attached to the lower end of the Eudimeter tube, from which a sufficiently long tube connection (F) to a level vessel (G) of glass or plastic (volume of at least 750 ml) is carried out. At the upper end of the eudiometer tube there is a conical valve (H) for the extraction of gas samples and for adjusting the zero point (D). " [DIN 38414-8, page 3 (June 1985 edition)] " blocking liquid: 30 ml sulphuric acid, H2SO4 (p=1.84 g/ml), are added to 1 l of distilled water; in this mixture, 200 g of sodium sulfate decahydrate, Na2SO4 * 10 H2O, are dissolved with gentle heating. The solution is dyed rotorange by addition of a few drops of methyl orange solution (0.1 g of methylorange-sodium salt dissolved in 100 ml of distilled water). The barrier fluid must be kept at room temperature. At low temperatures, sodium sulfate can crystallize, which has to be brought into solution again only by heating the mixture. " [DIN 38414-8, page 3, issue June 1985] "The stand bottle (A) will be given the ..." Quantity of sample, sludge and water " ... filled; the air contained in the bottle is forced out with nitrogen and the eudiometer tube (B) is placed on top. With the aid of the level vessel (G), the level of the barrier liquid is adjusted to the 0 mark when the tap (H) of the eudiometer tube is open. In this case, it is not possible in any case to transfer blocking liquid into the connecting tube (C) and thus into ... "the sample space"... The level vessel must still be filled to about a quarter. Subsequently, the tap (H) is closed. The stand bottle (A) with the ... " Sample mixture " ... is to be kept in the dark. The volume of gas developed is read off with the eudiometer tube and level vessel in the case of level equality of the barrier fluid, after the contents of the stand bottle (A) have been carefully swivelled beforehand. " [DIN 38414-8, page 5, issue June 1985] " At each reading of the gas volume in the eudiometer tube, temperature and air pressure are to be determined in order to convert the gas volume to the normal state. Depending on the evolution of the gas, the level of the barrier fluid is set to 0 after each or several readings when the tap (H) is open; no air may be drawn in through the tap (H). " [DIN 38414-8, page 5, issue June 1985]

	A	Stand bottle with sludge sample, contents 500 ml
	B	Eudiometer tube, contents 300 to 400 ml, diameter 30 to 35 mm, scale conversion value 5 ml
	C	Connecting tube, diameter approximately 6 mm
	D	Null Brand
	E	Half-pins or Spacer or hole connection between jacket of the Eudiometer tube and connecting tube
	F	Hose connection
	G	Level vessel, contents min. 750 ml
	H	One-way cone, e.g. B. Küken
Figure 2: Test apparatus for the determination of the digestion behaviour of sludges according to DIN 38414-8, page 6, edition June 1985

3.3.2.3

Temperature: 35 ± 1 ° C in the tempered water bath or climate room [according to DIN 38414-8, edition June 1985].

3.3.2.4

Sample storage: Within 48 hours of taking the sample, the sample preparations must be completed and the test started. During this period, temperatures above 4 ° C are allowed for a maximum of 24 hours. If this procedure is not to be guaranteed, the sample shall be frozen at -18 to -20 ° C within 24 hours of taking the sample. The freezing of the sample shall be documented in the evaluation. The gentle thawing of the sample should be carried out within 24 hours, the temperature must not exceed 35 ° C.

3.3.2.5

Sample preparation: The original sample is to be comminuted in its entirety moist to a particle size less than or equal to 10 mm. If necessary, interfering substances (glass, stones and metals) can be discharged before the comminution. Their mass fractions shall be taken into account in the evaluation of the experiment.

3.3.2.6

Vaccination sludge: " The mud sludge is a municipal sewage treatment plant which is not subject to any measurable inhibition during the digestion and which has been kept for about one month under the following conditions. It must not contain coarser parts and should develop as little gas as possible. It is expedient to have a larger volume (about 10 litres) of the vaccine sludge with about 5 per cent dry residue under anaerobic conditions in the closed system (35 ± 1). ° C. to be able to carry out a larger number of examinations simultaneously. In the latter case, care should be taken to ensure that the ambient temperature is not subject to major fluctuations (e.g. B. Cover of the apparatus by a hood or the like. Ä.). During further storage every two weeks, the vaccine sludge can be added in the form of raw sludge to a low volume fraction of dilatable substances (about 0.1 percent). The raw sludge must be free from toxic substances and should not contain any major parts. After each addition, it must be thoroughly mixed. This sludge must not be used for the experimental approach until 1 week after the last raw sludge addition. " [DIN 38414-8, page 4, issue June 1985]

3.3.2.7

Sample mass: 50 g of the prepared sample are used in the experimental apparatus. The samples are mixed with 50 ml of inoculation sludge and the mixture is filled with tap water to 300 ml.

3.3.2.8

Reference approach: Microcrystalline cellulose is used to control the gas formation of the vaccine sludge. To this end, 1 g of cellulose is mixed with 50 ml of inoculation sludge and the batch is made up to 300 ml with tap water. The reference approach can be stirred for the whole duration of the experiment. At least 400 Nl/kg must be reached in the reference approach, otherwise the results must be discarded and the test conditions and the vaccine sludge must be checked. .

3.3.2.9

pH value: The pH value of the test batch must be measured at the beginning and end. If a pH value of 6.8 is exceeded or the pH of 8.2 is exceeded, the determination must not be evaluated. If the pH is already exceeded at the beginning or below and an alkalizing agent (caustic soda or potassium hydroxide solution) or hydrochloric acid is used to adjust the pH value to lower the pH, this shall be used in the indication of the result. document.

3.3.2.10

Number of parallel approaches: The samples are examined in three parallel approaches. Vaccine sludge and cellulose are examined in two parallel approaches.

3.3.2.11

Test duration and evaluation: The determination of the gas volumes formed is carried out analogously to DIN 38414-8, No. 10, issue June 1985: template for the data collection and calculation for each approach is Table 1. The calculation of the standard volume of the gas formed in the individual periods shall be carried out using the following equation:

VO = V-	(PL-PW)-TO
	_____________
	PO-T

Formula 1 according to DIN 38414-8, page 8, edition June 1985

Regulation

Gas volume, in ml

V

Gas volume formed, in ml

PL

Air pressure at the time of reading, in mbar

PW

Steam pressure of the water at the temperature of the surrounding space, in mbar

TO

Standard temperature, TO = 273 K

PO

Standard pressure, PO = 1 013 mbar

T

Temperature of the gas or of the surrounding space, in K

Table 1Patterns for the evaluation of the test [according to DIN 38414-8, page 9 (June 1985 edition)]

1234567

Date	Time	Formed gas volume V Ml	Temperature T C	Vapour pressure of water PW mbar	Air pressure PL mbar	Standard Volume Regulation Nml

The test protocol according to Table 1 is to be carried out for each mixture of the sample (VO ≡ VP), the reference mixture (VO ≡ VR) and the vaccine sludge (VO ≡ VIS). The gas volume which has been incurred is added step-by-step in the sequence of the readings. Changes in the dead volume, due to changes in temperature and pressure between the readings, are insignificant and can therefore be neglected (DIN 38414-8). For the further calculation, the gas volumes of the sample as well as the vaccine sludge (as arithmetic mean of the double batch) are to be entered in Table 2. The net gas volume (VN) of the sample is obtained for the same test times as the difference in the gas volumes of the sample as well as the arithmetic mean of the double batch for the vaccine sludge. The specific gas formation VS of the sample during the test period is calculated from the reading to the reading step by step according to the equation:

VS =	Voyage Vn-10 2
	__________
	m-WT

Formula 2 according to DIN 38414-8, page 8, edition June 1985

VS

Specific volume of gas, referred to the dry matter, during the test period, in l/kg

Message Vn

Net gas volume formed for the duration of the experiment, in ml

M

Mass of the weighed sample, in g

WT

Dry mass of the sample, in percent

Table 2Patterns for the determination of the gas formation related to dry matter [according to DIN 38414-8, page 10, June 1985 edition] 12345

Experimental duration d	Total Standard volumes VP Nml	One-part from the Vaccine sludge developed Standard Volume VIS Nml	Net gas volume of the sample (column 2-column 3) UN Nml	Specific Gas formation, related to the dry matter VS Nl/kg

The reference quantity for the gas formation is the dry mass of the sample [Nl/kg TS]. The evaluation period is 21 days and starts after the initial lag phase. The lag phase is terminated if the mean gas formation, expressed as a three-day average, is 25 percent of the value of the three-day average in the range of the largest slope of the gas forming function within the first 21 days The volume of the gas formed in the lag phase is subtracted from the volume of the gas formed in the total duration of the experiment (lag phase plus 21 days) and must not exceed 10 percent of the total value. Otherwise, the determination must not be considered. Until the maximum gas formation rate is reached, working day is to be read. To represent the analysis function and the three-day averages, the duration of the experiment (in days) and the x-axis will be on the y-axis the summed gas volumes (in Nl/kg dry matter) are applied.

3.3.2.12

Indication of the result: The result is given with two significant points in Nl/kg dry matter. The mean value and the standard deviation of the triple determination shall be indicated. If a single value of the triple determination deviates more than 20 percent from the mean value, then the value is to be eliminated as outlier. The calculation of the new average shall be made up of the two remaining values.The result for the reference approaches shall be indicated.

4.

Evaluation of the measurement results In the case of verifications and check-ups pursuant to § 8 (3) and (5), the admissibility and assignment criteria set out in Annex 3 to this Regulation shall be deemed to have been complied with if:

1.

the deviation of the measured value of the parameter examined from the allocation value established for the landfill in the official decision pursuant to § 21 or, on a case-by-case basis, in accordance with point 2 of Annex 3 to this Regulation, the corresponding value of the maximum shall not exceed the permissible deviation of the following table, and

2.

the median of all measured values of the last 24 months has complied with the corresponding allocation value established for the landfill in the official decision in accordance with § 21 or in the individual case in accordance with point 2 of Annex 3 to this Regulation.

^*) Parameters according to Annex 3, point 2maximum permissible deviation

Loss of glow	100 percent
TOC	100 percent
Calorific Value (Ho)	1 000 kJ/kg TM
other solid criteria	100 percent each
PH value	1.0 pH unit
Eluate criteria	100 percent each
Other parameters: Eluate criteria Total solids content	100 percent each
AT4 and GB21	50 percent each

By way of derogation from the first sentence, the assignment criteria for the following parameters shall be considered to be complied with in the case of verifications and checks carried out in the case of mechanically biologically treated waste, if a parameter is given in the following: Allocation value, but this allocation value has not been exceeded by the percentile value P80 of all measured values, and the median of all measured values of the last 24 months has complied with the corresponding allocation value for the landfill in the decision of the authorities pursuant to Article 21 of this Regulation has been determined:

1. TOC:	= 21% by mass
2. DOC:	= 600 mg/l
3. AT4:	= 10 mg/g
4. GB21:	= 30 l/kg
5. Brennwert (Ho)	= 7 000 kJ/kg TM.

5.

Notices of expert vacancies The German Patent and Trademark Office in Munich has provided an archive of the notices referred to in this Annex. The notices are subject to regular legal notice. The following have been published:

1.

ISO standards, EN standards and DIN standards at Beuth Verlag GmbH, Berlin.

2.

LAGA-Communication 32, LAGA PN 98-Directive on the procedure for physical, chemical and biological investigations in connection with the recovery/disposal of waste, as of December 2001, Erich Schmidt Verlag, Berlin, ISBN: 978-3-503-07037-4.

3.

LAGA-Communication 33, LAGA EW 98-Directive on physical and chemical investigations of waste, contaminated soils and materials from the contaminated area-Production and study of aqueous eluates-Chapter 5 Determination of the elucibility with aqueous media at a constant pH value (abbreviated designation EW 98 p), stand 2002, Erich Schmidt Verlag, Berlin, ISBN: 978-3-503-07038-1.

4.

LAGA-Communication 35, Determination of the content of hydrocarbons in waste-Examination and analysis strategy (abbreviated KW/04), as of December 2009, Erich Schmidt Verlag, Berlin, ISBN: 978-3-503-08396-1.

5.

Manual Altweigh, Vol. 7: Analytical procedure; Part 4-Determination of BTEX/LHKW in solid matter from the Altlasten area, edition 2000, Publisher: Hessische Landesanstalt für Umwelt und Geologie.

*)

For parameters that are specified as percent: relative deviation.

Unofficial table of contents

Annex 5 Information, documentation, controls, operation (to § 4, point 2, § § 9, 10 paragraph 2, § 11 paragraph 2, § 12 (1) to (3), § 13 (1) to (3) and (5), § 17 (2), § 23 sentence 1)

(Fundstelle: BGBl. I 2009, 940-946;
with regard to of the individual amendments. Footnote)

1.

Information and documentation

1.1

Operating regulations The operating rules must contain the necessary regulations for a safe and proper operation. It shall also apply to users of the landfill site and must be well-visible at a suitable location in the entrance area of the landfill.

1.2

Operating manuals are to be defined in the Operations Manual:

1.

for normal operation, for maintenance and for operational disruptions, the measures necessary for the collective waste disposal of the waste and for the operational safety of the landfill, to be coordinated with the alert and emergency plans;

2.

the measures referred to in Article 12 (4), which shall be carried out if the trigger thresholds are exceeded,

3.

the tasks and responsibilities of the personnel, the work instructions, the control and maintenance measures as well as information, documentation and retention obligations.

1.3

Waste cadastral A landfill site or a class I, II or III landfill section shall be divided into rasters which, in the case of waste of different composition, shall not exceed 2 500 m ² Have a base area. In the case of waste of the same composition, larger screen widths are permissible. In the case of a class IV landfill in a mine, the landfill or landfill section shall be divided into storage chambers. In the case of a class IV landfill in a caverns, the landfill shall be divided into altitudes of at most 10 m in the case of waste of different composition. The landfill operator shall have at least the following information for each of the sites in each grid. or in each deposition chamber, to document waste or landfill substitutes in the waste cadastre:

1.

Mass, waste key and waste designation according to annex to the Waste Directory Regulation, waste origin,

2.

Place of deposit/installation (indication of the grid numbers and/or the grid numbers) Indication of the storage chamber numbers),

3.

Type of deposit/installation,

4.

Time of deposit/installation.

1.4

Operating diary The operating diary has to contain all the data essential for the landfill, in particular:

1.

waste cadastre,

2.

the basic characterisation of the waste delivered or landfill substitutes, as well as the key parameters,

3.

Protocols or declarations pursuant to § 8 (3),

4.

Information on the control of acceptance in accordance with § 8 (4),

5.

Results of the control investigation in accordance with § 8 (5) and indication of the measures taken in the absence of conformity of the waste or landfill replacement building material with the information of the basic characterization or waiver of the waste Control investigations in accordance with Article 8 (5) of the declaration of the waste producer,

6.

information on the nature, quantity and origin of recovered waste or landfill substitutes;

7.

protocols of the acceptance of the facilities required for the holding operation;

8.

special incidents, in particular operational disruptions, which may have an impact on the proper deposit, including possible causes and remedial measures,

9.

the results of other plant and substance-related controls (ego and external controls).

In order to comply with the requirements set out in the first sentence, it is possible to use evidence and records in accordance with the detection regulation and records in accordance with the Disposal Specialist regulation, to the extent that these contain the necessary information. The operating log is to be set up in a document-proof manner. It must be able to be viewed at any time by the competent authority.

2.

Annual report The Annual Report consists of:

1.

Master data (point 2.1),

2.

Evaluation of measurements and controls and presentation of results (point 2.2),

3.

Declaration on landfill behaviour (point 2.3),

4.

Evaluation of accepted and discharged wastes (point 2.4).

2.1

Master data master data is:

1.

the name, address, telephone number, fax number and e-mail address of the landfill, the landfill operator, the holder of the landfill (if different) and the contact person or the contact person and the operator of ancesufacies at the landfill site,

2.

the location of the landfill and of the approved catchment area;

3.

Running times and capacities,

4.

Approved waste types with designation and waste key, Approved landfill substitutes,

5.

geological barrier and base seal and, if necessary, technical rectification or vertical sealing,

6.

the use of landfill substitutes in the case of landfill,

7.

Surface seals, temporary coverings and end caps,

8.

Sicker and surface water-sensing and treatment facilities,

9.

measuring points and measuring equipment referred to in point 3.1;

10.

Landfill gas detection and treatment or treatment facilities,

11.

waste treatment facilities and interim storage facilities,

12.

Secondary installations (e.g. B. torches, combined heat and power plants),

13.

other infrastructure (e.g. Rail connection, car balance, tank system),

14.

Brief description of the authorisations for the operation of the landfill with the date and nature of the decision, requested and, where appropriate, planned;

15.

Site plan showing all relevant monitoring equipment and indication of the groundwater flow direction.

The annual report shall contain, in the case of landfills in Classes 0, I, II and III, the master data set out in points 1 to 15 of the first sentence, and in the case of Class IV landfills, the master data as set out in the first sentence of 1 to 5, 9 (ground water measuring points only) and 11 to 15. In the event of changes compared to the previous year, only the updated master data are to be re-recorded, and the stock data of the previous year's report can also be referred to.

2.2

Evaluation of the measurements and controls as well as the presentation of the results of the operator of a class I, II or III landfill shall evaluate the data determined in accordance with 3.2 and Table 1, and shall at least have the following criteria and Correlations by location, time and, if necessary, Deposit procedures to be taken into account and presented:

1.

Precipitation quantities-Sicker water quantities,

2.

the quantity and composition of the syrup, including cargo estimation,

3.

Groundwater quality-compliance with the trigger thresholds,

4.

characteristic cross-sections of the landfill with the current and approved installation heights as well as the pre-years; determination of the residual volume,

5.

Temperature profiles at the base,

6.

Deformations, deformations and dewatering lines at the landfill base,

7.

Placement and setting speed of the landfill surface and, where applicable, of the landfill body,

8.

the quantities of gas and the qualities of gas,

9.

emissions from the landfill surface and gas concentrations in the vicinity of the landfill site;

10.

Results of the camera experience in the Sicker water pipes/shafts.

The first sentence shall apply to the operator of a class 0 or IV landfill with the proviso that only the criteria and relationships referred to in paragraph 3 shall be taken into account and to be presented. Landfill behavior from the beginning of the deposition phase to be presented and compared with the assumptions made in the abcase.The acceptance of the deposit. By way of derogation, in the case of a landfill, which is on 16 July 2009 in the deposition phase, the beginning of the presentation may be limited to the last six years before this date.

2.3

Declaration on the landfill holding the landfill operator must assess the condition of the landfill on the basis of the criteria and relationships evaluated in point 2.2, and declare that the landfill is in a plange-bred state. Otherwise, it shall indicate whether and which measures are required or have been initiated or taken.

2.4

Evaluation of accepted and delivered waste landfills The landfill operator has an evaluation by type, quantity and origin of the sum of the waste quantities adopted and delivered in the reporting year, based on the six-digit waste key. in accordance with the Annex to the Waste List Regulation. The evaluation shall be differentiated according to the following criteria:

1.

wastes deposited on the landfill,

2.

waste dumped on the landfill within construction operations;

3.

wastes to be recovered,

4.

waste disposal for disposal.

3.

Measuring equipment, measurements and controls

3.1

Measuring equipment The operator of a class 0, I, II or III landfill shall have at least the necessary measures for the measurements and checks referred to in paragraph 1 for those referred to in paragraphs 1 to 6, the operator of a class IV landfill. To manufacture and maintain measuring equipment or to secure the provision of the data:

1.

Groundwater monitoring with at least one measuring point in the groundwater flow and a sufficient number of measuring points, but at least two measuring points, in the groundwater flow of the landfill; the groundwater measuring points shall be subject to information on the Supply groundwater bodies which could be affected by the dumping of waste (does not apply to Class 0 landfills on which only non-polluted soil is deposited).

2.

Monitoring of the settling and deformations of the landfill sealing systems required in accordance with Annex 1.

3.

Monitoring of the settling and deformations as well as the filling states of the landfill body. The results of the data analysis of flight or satellite monitoring can be used.

4.

The quantity and quality of seepage water and other surface-derived waste water (surface water) contained in a drainage layer according to Annex 1. If the amount of surface water contained in the menu is not proportionate, it may be waived with the consent of the competent authority.

5.

Collection of the following meteorological data:

a)

Precipitation,

b)

temperature,

c)

wind direction and speed,

d)

Evaporating.

It is possible to use the data collection of meteorological measuring stations at a comparable location in the area.

6.

Monitoring of landfill gas and landfill gas emissions in accordance with point 7.

To the extent that Regulation (EC) No 166/2006 of the European Parliament and of the Council of 18 January 2006 establishing a European Pollutant-release and Transfer Register and amending Directives 91 /689/EEC and 96 /61/EC (OJ L 136, 31.7.1996, p. 1) on emissions of pollutants emitted by the landfill, and emissions on the basis of measurements, the landfill operator has done so at the time of the creation and To maintain the conditions laid down in the first sentence.

3.2

Measurement and control programme The operator of a class 0, I, II or III landfill shall have the checks and measurements referred to in points 3 and 6 of the table in Table number 1 to 5, the operator of a class IV landfill site, and measurements in the may be carried out or carried out in so far as these measurements and controls are required under this Regulation. The persons responsible for the checks and measurements must have the necessary physical and technical knowledge. With the agreement of the competent authority, derogations from the level and frequency of checks and measurements to be carried out in accordance with the first sentence may be established in the case of landfills or landfill sections.

Table
Nr.Messation/Control Frequency/Representation Storage and Decommissioning stage after-care phase

1	Meteorological data
1.1	Rainfall Quantity	daily, as daily sum value	daily, summed to monthly values
1.2	Temperature (min., max., at 14:00 CET/ 15.00 CEST)	daily	Monthly By- Average value
1.3	Wind direction and speed of the the prevailing wind	daily	not required
1.4	Evaporation	daily	daily, summed to monthly values
2	Emission data
2.1	Quantity of Sickerwater	daily, as daily sum value	half-yearly
2.2	Composition of leachate 1)	quarterly	half-yearly
2.3	Quantity and composition of surface water 1 )	quarterly	half-yearly
2.4	Active quantity of gas and Composition (CH4, CO2, O2, N2, selected trace gases)	the amount of gas daily, as daily sum value; composition once a month; selected trace gases once a half-yearly	Gas quantity weekly, as half-yearly sum value; Composition once every six months
2.5	Control of the effectiveness of degassing 2)	weekly or half-yearly	half-yearly
2.6	Odour emissions	in the case of odour problems	in the case of odour problems
3	Groundwater data
3.1	Groundwater levels	half-yearly 3)	half-yearly 3 )
3.2	Groundwater procurement/ Control of trigger thresholds 4)	quarterly	half-yearly
4	Data on the landfill body
4.1	Replacement measurements and Stability studies 5) 6)	annual	annual
4.2	Structure and composition of the landfill body 7)	annual
5	Sealing systems
5.1	Deformation of the base sealing system 6 ) 8)	annual	annual
5.2	Inspection of drainage lines and of the Related shafts through camera experience	annual	annual
5.3	Temperatures in the landfill gas sealing system 9)	site-specific frequency	site-specific frequency
5.4	Function and deformation of the surface sealing system 5 ) 6 )	annual 2 )	annual
5.5	Sealing control system	quarterly	quarterly
6	Underground landfill Height of the upper edge the filling column referred to in Annex 2, point 3.2	not relevant	annual 10)

1)

The parameters to be measured shall be specified in the landfill authorisation. With the exception of the frequency of checks, LAGA-Communication 28 "Technical rules for the monitoring of groundwater, seepage and surface water, and above-ground waters in waste disposal installations-WÜ 98 Part 1: Landfill" (as of 1999) editorial changes from February 2008), Erich Schmidt Verlag, Berlin, ISBN: 978-3-503-05094-9, to note.

2)

Organoleptic controls are to be carried out on a weekly basis by the landfill operator at landfill sections still open. In the case of landfill sections or landfills temporarily or permanently covered or sealed, the landfill operator has the effectiveness of a possible degassing or residual gas oxidation half-yearly by means of measurements with a flame ionisation detector, Laser absorption spectrometry or other equivalent methods on the landfill surface and on gas levels in the vicinity of the landfill environment.

3)

The groundwater levels shall be measured at least for each sampling for the determination of the groundwater quality. In the case of strongly fluctuating ground water levels, the measurements shall be carried out more frequently.

4)

It is necessary to carry out a zero measurement before the beginning of the deposition phase, which includes at least the parameters of the expected seepage water. The parameters to be measured are then based on the composition of the leachate water and the groundwater quality. The technical rules for the monitoring of groundwater, leachate and surface water as well as above-ground waters of waste disposal plants (LAGA-Directive WÜ 98, part 1: landfills), issued by the Association of International Labour Community (Länder), stand 1999- with editorial changes from February 2008, ISBN: 978-3-50305094-9, are to be observed.

5)

The design measurements shall be carried out on representative cuts of the landfill.

6)

The measurement results must also be able to be compared with one another in the event of a change of the measuring method and can be represented as time series of the height lines. In the case of major deviations from the setting forecasts, the causes must be clarified and the prognoses corrected.

7)

Data for the landfill plan of the landfill in question: area covered by waste, volume and composition of the waste, types of deposition, time and duration of storage, calculation of the remaining capacity of the landfill.

8)

Height measurements of the Sicker pipes in the drainage system or in pipes specially laid for this purpose.

9)

Continuous temperature profiles of the pipe material measured at the apex of the seepage tubes; up to 5 m covering every six months, then only in the event of incidents through which there is a substantial heating of the landfill body such as landfill fires, Deponating ventilation.

10)

After 20 years without any striking findings, a five-year check is sufficient.

4.

Waste disposal in a landfill of category 0, I, II or IIIThe operator of a class 0, I, II or III landfill shall ensure at least the following:

1.

Waste or landfill substitutes which are significantly dusting are to be handled in such a way as to avoid significant emissions from them. Instructions for reducing dust emissions include the VDI guideline, VDI 3790 sheet 2, (issue December 2000-Environmental meteorology-emissions of gases, odors and dusts from diffuse sources-Deponia, Beuth Verlag, Berlin).

2.

Unpacked waste containing dangerous mineral fibres must be sufficiently sprinkled before any fibre spread can occur. They are to be covered with suitable materials before any compaction, but at least working day.

3.

Packaged asbestos-containing waste and packaged waste containing other dangerous mineral fibres shall be covered with appropriate materials before each compaction, at least once a week. In the case of waste in damaged packaging, paragraph 2 shall apply accordingly.

4.

The landfill shall be constructed in such a way as to avoid any adverse reaction of the waste or of landfill substitutes between themselves or with the leachate. In particular, care must be taken to ensure that temperature developments in the landfill body do not lead to impairments of the landfill-related facilities. Where necessary, it shall be possible to set up separate areas for waste to be dewatered or to be degassed separately, for which reactions are to be obtained after the first sentence.

5.

Where pasty, muddy and broad waste is deposited, it is necessary to ensure that the waste dewaters and consolidates or solidifies under storage conditions, so that, taking into account the construction of the landfill, there is an adverse effect on the waste disposal. the stability of the landfill body is not to be obtained and the function of the dewatering system of the base seal is not impaired.

6.

The waste or landfill substitutes are to be built in the hollow space of the landfill. The installation must be carried out in such a way that in the long term only small deposits of the landfill body are to be expected.

7.

The landfill body must be stable in all filling states in itself and in relation to its surroundings. To this end, the landfill operator must provide proof of stability. If the stability of sealing components is based on the effect of non-permanently resistant building materials, the proof must also be able to detect the duration of the proven stability. The correctness of the planning assumptions, in particular, of the waste identification data for the proof of standing safety is to be checked regularly.

5.

Waste disposal in a class IVThe operator of a class IV landfill shall ensure at least the following:

1.

Waste, dusting, is to be handled and stored in such a way that emissions do not originate from them.

2.

If waste is pumped into the deposition area in the pumpable state, they are to be conditioned in such a way that they achieve the required final strength after the deposition.

3.

In order to ensure trouble-free conveying operation, suitable precautions are to be taken against clogging of the filling line.

4.

Waste must not react with one another after deposition. If reactions are possible or cannot be ruled out, the various wastes are to be deposited either in separate cavities or in the cavities, separate sections shall be created by means of structural measures. This also applies to wastes which are deposited in containers.

6.

SickerwasserThe landfill operator has to keep the seizage of leachate as low as possible according to the state of the art. Where a dewatering layer is set up in accordance with Annex 1, point 2.2, Table 1, point 4, the landfill operator shall have the leaking water to be collected and, in accordance with point 3.2, Table 2.1 and 2.2, to control the drainage. Fibrous sicker water and any residue from a seepage water purification shall be properly disposed of in accordance with Annex 51 of the Waste Water Regulation to the extent that it is not infiltrated into the landfill body in accordance with Section 25 (4).

7.

Landfill gas deprivation at a landfill site due to biological degradation processes Deponiegas in relevant quantities, the operator of a class I, II or III landfill of this landfill gas has to be taken and treated in the storage phase, after Possibility to use energetically. Landfill gas detection, treatment and utilization are to be carried out according to the state of the art. The quantity and quality of the landfill gas shall be examined in accordance with point 3.2. Table 2.4. By way of derogation from the first sentence, the landfill operator may, with the agreement of the competent authority, dispense with the version of low residual emissions of landfill gas. In this case, it shall demonstrate to the competent authority that the methane contained in the landfill gas is oxidised to the greatest possible extent before leaving the atmosphere.

8.

Harassing and hazards The landfill operator has to take measures to minimise the following nuisances and hazards arising from the landfill:

1.

geruchs and dust emissions,

2.

Fires,

3.

aerosol formation,

4.

Birds, Ungeziefer, insects,

5.

Noise and traffic.

The landfill shall be operated in such a way as to avoid pollution of public roads and surrounding areas. Should there be any pollution, the landfill operator must immediately ensure the disposal thereof.

9.

Courses for the continuing training of the management staff The training courses for the management staff must at least provide knowledge of the following subjects:

1.

rules on waste legislation and other environmental law applicable to waste-related activities;

2.

Deponation, operation, decommissioning and aftercare,

3.

environmental impacts and other hazards and nuisances that can be posed by landfills, and measures to prevent or eliminate them,

4.

the nature and nature, behaviour and reactions of waste;

5.

References to the right to dangerous goods,

6.

the rules of operational liability and

7.

Occupational health and safety.

10.

Criteria for the determination of the closure of the after-care phaseIn dependence on the particular class of landfill are in particular the following criteria for determining the conclusion of the after-care phase to be based:

1.

Conversion or reaction processes as well as biological degradation processes have largely subsidisated.

2.

Gas formation does not take place or has so far come to a point that no active degassing is necessary, residual gases leaving the gas are sufficiently oxidized and harmful effects on the environment are excluded by gas migration . Sufficient methane oxidation of the residual gas must be detected.

3.

Dislocations are so far removed that damage to the surface sealing system caused by the replacement can be ruled out for the future. To this end, the setting development of the last ten years must be assessed.

4.

The surface sealing system is in a functional and stable condition, which cannot be affected by the current and planned use; it must be ensured that this is also ensured in the event of changes in use.

5.

The landfill is permanently stable overall.

6.

The maintenance of constructional and technical facilities is no longer necessary; a decommissioning is carried out if necessary.

7.

The leachate introduced into an above-ground body of water shall keep the concentration values of Annex 51 (C) (1) and (D) (1) of the Waste Water Regulation without treatment.

8.

The sicker water that seeps into the subsoil does not cause the release thresholds to be exceeded in the groundwater measuring points laid down in § 12 (1), and an exceedance is not to be provided for the future.

9.

Where waste or waste containing other dangerous mineral fibres containing other dangerous mineral fibres has been deposited on the landfill, appropriate measures must have been taken to prevent people from falling into contact with this waste.

11.

Notices of expert vacancies The German Patent and Trademark Office in Munich has provided an archive of the notices referred to in this Annex. The notices are subject to regular legal notice.

Unofficial table of contents

Annex 6 Special requirements for the temporary storage of metallic mercury waste for a storage period of more than one year in long-term storage (in accordance with Article 23 (2) sentence 1)

(Fundstelle: BGBl. I 2013, 818-819)

1.

Requirements for the establishment and operation

a)

The containers with metallic mercury waste are to be stored separately from other wastes in such a way that they can easily be removed again.

b)

The containers shall be placed in collection basins which are impermeable to mercury and have a capacity sufficient to cover the total amount of metallic mercury waste stored therein.

c)

The contact surfaces of the collecting basins must consist of a mercury-resistant material or be covered with such a material and be inclined in such a way that mercury discharged from the containers is fed to a collecting sump.

d)

In each area of temporary storage of metallic mercury waste, a system for the continuous monitoring of indoor air must be installed and operated on mercury vapours, in the case of which mercury vapour is used.

aa)

Sensors are mounted in the ground and in the Decemp-type sensors which trigger an optical and acoustic warning at a room air concentration of not more than 0.02 mg of mercury/m³,

bb)

by means of structural measures, it shall be ensured that the measurement results of indoor air surveillance are not altered by air exchange, regardless of the need to weather or aerate them during the storage campaign and the inspection of the inspection referred to in point 4 (c); and

cc)

is to carry out maintenance once a year, the results of which are to be documented.

2.

Requirements for metallic mercury waste and filling of containers

a)

The mercury content must be more than 99.9% by weight. A necessary cleaning of the mercury waste must be carried out using a process which ensures that this purity is reliably achieved. Compliance with the requirement set out in the first sentence shall be demonstrated by the following two analyses to be carried out by the filling machine and shall be documented in the analysis report:

aa)

Gravimetric determination of the residue after complete evaporation of the mercury in a vacuum at 300 ° C plus/minus 25 ° C with collecting device for the mercury and

bb)

Determination of the sum of the metal contents of lead, cadmium, calcium, chromium, iron, potassium, copper, molybdenum, sodium, nickel, vanadium, tungsten and zinc, in accordance with one of the alternatives referred to in Annex 4, point 3.1.10 to the full Royal water connection according to Annex 4, point 3.1.2, where appropriate, necessary adjustment of the solid-acid ratio.

Both processes must be carried out independently of each other and must each have a value of 0.1% by weight, respectively 1 g/kg shall not exceed 1 g/kg.

b)

In addition to the metallic mercury, the containers must not contain an aqueous or oily phase.

c)

The containers may only be filled to a maximum of 80% by volume.

3.

Requirements for containers

a)

The containers must be made of carbon steel which meets at least the requirements of the steel grade 1.0044 according to DIN EN 10025-2, April 2005, or stainless steel, which meets at least the requirements for the steel grade 1.4301, 1.4404, 1.4432 or 1.4435 according to DIN EN 10088-1, issue January 2012, fulfilled.

b)

The outer side of the containers must be resistant to the storage conditions; weld seams must be avoided as far as technically possible.

c)

The design of the container must have passed the case examination and the leak test in accordance with subsections 6.1.5.3 and/or 6.1.5.4 of the Annex to the publication of the recast of Annexes A and B to the European Convention on the International Carriage of Dangerous Goods by Road (ADR) of 25 November 2010 (BGBl. 2010 II p. 1412, Annex), as amended in each case.

d)

Each container shall bear a permanent marking, which shall indicate the identification number of the container, the production material, the empty weight, the manufacturer and the date of manufacture of the container.

4.

Requirements for waste reception, control and documentation

a)

The containers must be subject to inspection at the time of delivery, which ensures that damaged, leaky or corroded containers are not accepted.

b)

Only containers which each have a permanent marking as specified in point 3 (d) and on a certificate drawn up by the bottler and marked with the identification number of the container may be adopted in accordance with Article 23 (4) sentence 1 .

c)

The area of temporary storage of metallic mercury waste and the stored containers must be subject to visual inspection at least once a month by a person authorised to do so, who has the necessary technical expertise, and in the event of the detection of undense sites from which mercury is released, all necessary measures must be taken without delay to prevent the emission of mercury into the environment and to ensure the safety of mercury storage . The result of the visual inspection is to be recorded.

d)

At least one person of the staff must have the expertise in handling hazardous substances, in particular with mercury. Equipment for respiratory protection and safety clothing must be provided.

e)

All releases of mercury shall be reported to the competent authority in accordance with Article 13 (4).