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Landfill Regulation 2008

Original Language Title: Deponieverordnung 2008

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Regulation of the Federal Minister for Agriculture, Forestry, Environment and Water Management on landfill sites (Deponieverordnung 2008)

It will

1.

pursuant to Sections 4, 23 (1) and (3) and 65 (1) of the Waste Management Act 2002 (AWG 2002), Federal Law Gazette (BGBl). I n ° 102, as last amended by the Federal Law BGBl. I n ° 2/2008, in agreement with the Federal Minister for Economic Affairs and Labour, and

2.

pursuant to Art. 104 (2) B-VG, BGBl. No. 1/1930, as last amended by the Federal Constitutional Law BGBl. I No 2/2008,

ordering:

table of contents

Section 1
General provisions

§ 1.

Target

§ 2.

Scope

§ 3.

Definitions

Section 2
Landfill classes and allocation of waste

§ 4.

Landfill classes and subclasses

§ 5.

Allocation of waste to landfill classes and subclasses

Section 3
Duty of treatment, landfill bans

§ 6.

Duty of treatment

§ 7.

Prohibition of landfill

§ 8.

Approval of higher limit values

§ 9.

Strongly alkaline residues from thermal processes

§ 10.

Asbestables

Section 4
Waste acceptance procedures

§ 11.

General requirements

§ 12.

Basic characterization

§ 13.

Basic characterization without analytical studies

§ 14.

Basic characterization of solidified, stabilised or immobilized wastes

§ 15.

Match Assessments

§ 16.

Obligations of the waste owner in the context of the waste collection procedure

§ 17.

Adoption and rejection of waste

§ 18.

Input Control

§ 19.

Identity Control

§ 20.

Rehearsals from the entrance control and test specimens for solidified, stabilized or immobilised waste

Section 5
Landfill site

§ 21.

Landfill site requirements

§ 22.

Sub-Basic Requirements

§ 23.

Site exploration and investigation

§ 24.

Flood

6.
Deponietechnik

§ 25.

Stability

§ 26.

Deponierohplanum

§ 27.

Deponiebasisseal

§ 28.

Basic drainage

§ 29.

Deponary surface cover and intermediate covers

§ 30.

Water balance

§ 31.

Deponiegas treatment

§ 32.

Quality assurance

Section 7
Deponics

§ 33.

Landfill Facilities

§ 34.

Other installations within the landfill area

§ 35.

Deponics Staff

§ 36.

Waste installation

§ 37.

Measurement and monitoring procedures

§ 38.

Emission and immission control

§ 39.

Control of the landfill body, including the technical equipment

§ 40.

Registration

§ 41.

Recording and reporting obligations

§ 42.

Landfill supervision in accordance with § 63 (3) AWG 2002

§ 43.

Underground landfills

§ 44.

Financial seizures

8. Section
Closure and transitional provisions

§ 45.

Transitional provision for the modification of the landfill (under)

§ 46.

Transitional provision for the deposition of waste of more than 5% TOC

§ 47.

Transitional provisions on the Landfill Regulation in 1996 and on pilot projects

§ 48.

Implementation of European Community legislation

§ 49.

In-force pedals

Annexes

Annex 1

Limit values for the adoption of waste

Annex 2

Structural residues in which analytical studies are not necessary for the fundamental characterization

Annex 3

Requirements for stand-up safety, sealing and drainage systems, quality assurance and operational measures and controls

Annex 4

Waste receipt

Annex 5

Special examinations in accordance with § § 9, 14 and 15

Annex 6

Underground landfills-Safety assessment for waste collection

Annex 7

Requirements for electronic data management

Annex 8

Calculation of seizures and requirements for testings according to § 48 AWG 2002

Section 1

General provisions

Target

§ 1. The purpose of this Regulation is to provide for the establishment of operational and technical requirements relating to landfills and waste, measures and procedures with which, throughout the entire establishment of the landfill, adverse effects of the Waste disposal on the environment, in particular the pollution of surface water, groundwater, soil and air, and on the global environment, including the greenhouse effect, and all the risks to human health associated with it to be avoided or reduced.

Scope

§ 2. (1) This Regulation lays down the state of the art for landfills pursuant to Article 2 (7) Z 4 of the AWG 2002.

(2) This Regulation shall apply to existing landfill sites in accordance with § § 45 to 47.

(3) For other installations within the landfill area, this Regulation shall apply in accordance with § § 34, 40, 41 and 47 (7).

(4) Means within the meaning of this Regulation shall be:

1.

the landfill holder,

2.

in the case of waste assessments, the authorized subject or specialist institution,

3.

in accordance with § 16, either:

a)

the waste (first) producer or other waste owner, or

b)

The person responsible for fulfilling the obligations under the acceptance procedure in accordance with § 9 of the Administrative Code Act 1991 (VStG), Federal Law Gazette (BGBl). No. 52, in the version of the Federal Law BGBl. I No 5/2008,

4.

in accordance with § § 40 (2) and (41) of the holders of a different plant within the landfill area,

5.

in accordance with section 35 (5) of the head of the entrance control, and

6.

in accordance with § 42, the Landfill Board of Supervisors.

Definitions

§ 3. The following definitions shall apply to this Regulation:

1.

A Waste stream is a certain waste which, from a defined process (constant process, constant process conditions and constant feed materials), is regularly produced by a waste producer in the same quality; this is the case in the To assess the marginal relevance of the waste and the acceptance criteria for the waste to be landfilled.

2.

The Storage phase a compartment shall be the period from the acceptance by the competent authority of the facilities required for the operation up to the date on which either the approved volume of the compartment is reached or the period of introduction is terminated or the decommissioning of the compartment is displayed or the official closure of the compartment is ordered.

3.

A active degassing is the extraction of landfill gas by machine-generated negative pressure.

4.

A Adoption waste for landfilling is carried out with the positive conclusion of the entry control and in the case of an investigation of a currently delivered waste by the landfill inspection body with the positive conclusion of this investigation.

5.

Excavation Material is material which is obtained by lifting or clearing the soil or the subsoil.

6.

Building residual masses are materials that are incurred in the event of construction and demolitions, with the exception of construction site waste.

7.

A Assessment of landfill behaviour the description and evaluation of the nature and extent of the gaseous, liquid and solid material flows to be expected in the deposition of waste (Section 1 (3) of the AWG 2002) is to be taken into account in view of the possible impact on public interests. -taking into account adverse interactions with the waste authorised for the respective compartments, in particular as a result of the leaching operations to be expected from landfill leaking water. This also includes the description of any inorganic residual activities which result in the formation of hydrogen or ammonia gas, heat development, increase in volume or self-solidification. In addition, the assessment of the geo-technical behavior of muddy, pasty and fine-grained waste may be necessary in individual cases.

8.

Biomass Products of agricultural or forestry origin made of vegetable material or parts thereof, plant waste from agriculture and forestry, vegetable waste from the food industry, fibrous plant waste from the Manufacture of natural pulp and from the production of pulp and wood-waste paper, with the exception of those resulting from a treatment with wood preprotection agents or as a result of a coating of halogen-containing compounds or heavy metals and, with the exception of timber waste, from construction and Abort activities.

9.

Soil excavation material is material that is caused by the removal or removal of substantially naturally grown soil or subsoil, even after migration. The proportion of non-soil constituents, e.g. mineral building residues, must not exceed five volume processes and no more than minor impurities, in particular with organic waste (plastics, wood, paper), may not be more than five volume processes. Etc.) These non-soil components must already be present in the soil or subsoil prior to the excavation or removal activity. The soil material may come from one or more sites if the prohibition of mixing is observed.

10.

A Deponiebasissealing system is a technical system for the prevention of transport of pollutants into the subsoil, consisting of the landfill gas seal and the basic drainage system.

11.

A Deponics Area includes the areas of the landfill referred to in section 2 (7) (4) of the AWG 2002 mentioned in the notice of approval; in any case, the landfill body and the facilities required for the landfill operation, including those located outside the landfill body, belong to the landfill site. Sicker water collection or landfill gas collection, buildings for landfill personnel, parking and reverse surfaces and an interim storage facility in accordance with § 33 (1).

12.

A Landfill Body the total of the deposited waste, including the technical equipment, the landfill gas sealing system, the landfill surface cover, the landfill degassing system and all the structures responsible for its stand-up safety are required, for example, edge and support walls; a landfill body consists of one or more compartments.

13.

A Deponierohplanum is a balanced contact surface on which the landfill body is erected.

14.

Deponiesickerwasser Water in the compartment is water which is concentrated in the compartment and is enriched as a result of leaching processes, and which is contaminated with excess water from waste with a high water content and by means of a water-containing waste water. as a result of decomposition processes, the water of reaction formed is formed.

15.

One-off waste are waste which is not a waste stream (Z 1) and waste (Z 64) which is not recurrent.

16.

A Individual Measurement Result is the result of an analysis sample with a one-off analysis.

17.

A Sample is a sample that is drawn at a given location at a specific point in time within the framework of a punctual test and is individually examined as a field sample.

18.

Degassing systems are technical equipment, e.g. degasification fireplaces, gas wells, gas domes, lines and control equipment for the detection and controlled discharge of landfill gas.

19.

A Missing declaration is available if the delivered waste does not match the assessments or the accompanying documents.

20.

A Field Sample is a sample from which the laboratory sample is prepared for the subsequent investigation; the field sample may be either a single sample, a qualified sample, or a collection sample.

21.

A Surface Filter is a liquid-permeable, filter-stable layer that collects and deries leachate water.

22.

A Free Deponiesickerwasservorflut is given when the deponicesicker water can flow directly from the landfill body to the atmosphere by gravity at the disposal site.

23.

The Territorial permeability means the water permeability of a Lockerrock or a Locker rock formation caused by the frequency and size distribution of the pore spaces. The Mountain permeability Means the water permeability of a solid rock or a solid rock formation and is composed of the water permeability of the solid rock itself and that of the existing air systems.

24.

A geogenous background is the site-specific, nature-specific nature (ingredients) of the immediately imminent earth crust.

25.

A Strained groundwater is a ground water whose ground water pressure area is above the ground water surface.

26.

The Water quality is represented by the value-neutral indication of properties of a body of water, with the aid of physical, chemical and biological parameters, and of descriptive terms.

27.

Boundary-relevant parameters In the case of one-off waste, these parameters are those for which at least one examination result in the area near the limit value (cf. Annex 4 Part 1, Chapter 5), and in the case of waste streams and recurring waste, those parameters for which, in the current assessment year or in the last two years of assessment, at least one examination result in the Or has been or has been identified as a limit value near the limit value

28.

A basic characterization is a complete characterization of the waste by identifying all the information required for the admissibility of the deposit.

29.

A immobilised waste is a waste which is not hazardous in the untreated state and which does not comply with the acceptance criteria of the compartment and which is subjected to a treatment process with mineral excipients (in particular clay minerals) for permanent bonding; Immobilization is achieved by physico-chemical interactions between waste materials and auxiliary substances and by reducing the water permeability.

30.

Inert waste are wastes which are not subject to any substantial physical, chemical or biological changes; inert waste does not dissolve, do not burn, and do not physically or chemically react in any other way, they do not build up biologically, and do not adversely affect other materials with which they come into contact, in a way that could lead to environmental damage or adversely affect human health. The total leachability and pollutant content of the waste and the ecotoxicity of the leachate must be insignificant and should not, in particular, jeopardise the quality of surface water or groundwater.

31.

A Combination Seal is a seal consisting of different sealing materials with complementary properties.

32.

A Compartiment is part of the landfill, which is designed to ensure a completely separate dumping of waste, including a separate landfill leachate collection. Each compartment must be assigned to a particular landfill (under) class. A plurality of compartments of a landfill body can have common devices (e.g. edge and support rolls), provided that there is no mixing of waste or interaction between the leachate waters of different compartments.

33.

A Compartment section is a sub-section of a compartment intended for the deposition of certain wastes or waste as a function of specific requirements concerning waste types and types of waste laid down in the permit. Separate seepage water collection is not required.

34.

A Laboratory sample is a sample obtained from the field sample after preparation, rejuvenation and, if necessary, preservation, and is used for laboratory testing.

35.

A Storage caverns is that part of a underground landfill that serves as a subterranean cavity for the reception of the waste.

36.

A Mechanical-biological treatment For the purpose of landfilling, a process-engineering combination of mechanical and biological processes for the treatment of municipal waste and similar industrial waste is carried out. Sewage sludges and other waste suitable for mechanical-biological treatment according to the state of the art can be jointly treated with these wastes. The biological treatment of contaminated soils, even after previous screening or similar mechanical treatment, does not constitute a mechanical-biological treatment. The aim of the mechanical processes is, in particular, the separation of substances, which are not very suitable for biological treatment, of contaminants and pollutants, or an optimization of the biological degradation of the remaining waste by increasing the Availability and homogeneity. The aim of the biological processes is the degradation of organic substances (degradation and conversion of biodegradable components) by the use of aerobic processes or anaerobic processes with subsequent aerobic processes. The mechanical-biological treatment leads to a significant reduction of the biodegradable fractions, the volume, the water content, the gas-forming potential and the breathability of the waste and to a significant improvement of the Leaching behaviour and the settling behaviour of the waste. wastes from mechanical-biological treatment are wastes which have the mechanical process steps required for the respective waste input and all the process steps for a complete biological treatment-ie. In the case of a multi-stage biological treatment, all stages of the biological treatment, such as the main trot and the post-rotting process, have passed; provided that the criteria for a permissible deposit have already been reached after the main trot , subsequent sub-steps are not required for a complete biological treatment (e.g. in a post-rotting); waste separated in the course of the mechanical treatment, e.g. disruptive substances, heating-rich fractions and iron or Non-ferrous metals, do not count on the waste from the mechanical-biological Treatment.

37.

A Measurement Result is the arithmetic mean of individual measurement results of the same analysis sample.

38.

A mineral seal is an artificially built-up, single-layer or multi-layer compressed layer of inorganic (mineral) soils, if necessary with the addition of additives.

39.

A Mono-Partiment is a compartment for the deposition of waste with the same characteristic properties, mainly of a waste type.

40.

After-care phase the period from the end of the period of storage of a compartment to the end of the after-care period for that compartment which has been determined by the authorities; the duration of the after-care period shall be determined after the period in which the compartment is still in the After-care measures are required.

41.

A natural deluge is given when the water can flow directly through gravity at the surface of the terrain.

42.

A passive degassing is the detection and derivation of residual landfill gases without a mechanically generated vacuum.

43.

Primary Cases are all wastes which are not secondary waste (Z 49).

44.

A qualified sample is a sample which consists of several samples and which can be assigned to a certain amount of waste and to a particular type of waste.

45.

Relevant Parameters in the case of waste produced once, those parameters for which at least one test result is determined between 20% and 80% of the respective limit value, and in the case of waste streams and recurrent waste, those parameters for which the parameters are: in the current assessment year or in the last two years of assessment, at least one examination result between 20% and 80% of the respective limit value has been or has been determined. In any case, the pH is to be regarded as a relevant parameter, provided that it is not borderline relevant.

46.

A Reset Sample is an aliquot of the field sample, which is kept for any check-ups.

47.

A Aggregate sample is a sample that consists of several qualified samples.

48.

Key Parameters are the relevant and limit-relevant parameters. In the case of waste from the mechanical-biological treatment, the calorific value and the stability parameters are, in any case, key parameters.

49.

Secondary waste are waste generated by a waste treatment procedure in accordance with Annex 2 AWG 2002. Wastes which are excluded from process D15 (a)-pure collection activity (cf. Annex 1 of the Waste Detection Regulation 2003, BGBl. II No 618, as amended). Where waste is used for recovery in a production process, the waste arising from this production process shall not be considered as secondary waste. However, if a parameter of this waste is due to the process in the area close to the limit value and this is due to the use of waste, the rules for secondary waste are to be applied for the fundamental characterization.

50.

A Sickerwasserleitung is a line for receiving and draining the leachate accumulated in the surface filter.

51.

A stabilised waste is a waste which, in the untreated state, does not meet the acceptance criteria of the compartment and has subsequently been subjected to a treatment process for permanent integration into a matrix; wastes can be used with hydraulic, latent They are treated with hydraulic or other binding agents which are binding in chemical reaction.

52.

A Sample is a sample drawn at a given location at a particular point in time; a sample is not individually examined, but is combined with other samples into a qualified sample.

53.

Decommissioning phase is the period from the end of the storage phase of a compartment to the official acceptance of all decommissioning measures for the compartment; the decommissioning phase is a part of the aftercare period.

54.

Technical bulk material is not dangerous excavation material of construction layers, such as rolling, frost suitcase, drainage layer, which has been manufactured according to technical requirements, e.g., a certain sifting line.

55.

Tunnel eruption is a soil material which, in particular in the case of underground construction measures, is obtained in solid or loose rock.

56.

Match Assessments are periodic assessments to determine whether the waste is consistent with the results of the basic characterization and the acceptance criteria.

57.

Uncritical Parameters are those parameters for which no test result has been determined above 20% of the respective limit value; this does not apply to the pH value. Furthermore, the uncritical parameters are all parameters that are not limited and all non-hazardous matrix elements.

58.

A Investigation Result is either a single measurement result or a measurement result, or the arithmetic mean of measurement results of different analysis samples from the same field sample.

59.

A Underground landfill is a plant for the long-term deposition of waste in a deep underground cavity.

60.

A solidified waste is a waste which already meets the acceptance criteria of the compartment prior to solidification and whose physical nature is altered by the use of binding agents (e.g. cement), for the binding of dust or for the purpose of increasing the Stand safety of the landfill body.

61.

A vertical enclosure is a technical system for the enclosure of a landfill with vertical, low-permeability walls (e.g. narrow walls, slot walls) with the aim of leaving groundwater within the enclosure by a permanent lowering of the same.

62.

A Vollanalysis is an analysis in accordance with the requirements of the Annex 4 Part 1, Chapter 2.

63.

The Preparation phase shall be the period between the final approval of a compartment and the acceptance by the Authority of the buildings and installations necessary for the introduction of the waste.

64.

A recurrent waste is a waste of a waste producer which has the characteristics of a waste stream in some, but not all, parameters. In a defined process, it falls within a defined process in a non-uniform quality or, in the case of certain parameters, has too great fluctuations, ie. the fluctuations are outside the fluctuation margins defined by the authorized subject or subject.

65.

Intermediate covers are covers of wastes incorporated into the landfill body, for the prevention of the release of asbestos fibres, for the minimisation of dust or odor, or for the ability of the landfill body to be used for the installation of waste in accordance with the plan should be

Section 2

Landfill classes and allocation of waste

Landfill classes and subclasses

§ 4. The following landfill classes and landfill subclasses shall be defined:

1.

Soil excavation;

2.

Inert waste disposal site;

3.

Landfill for non-hazardous waste:

a)

Landfill site,

b)

Landfill,

c)

Mass Waste Disposal;

4.

Landfill for hazardous waste (landfill only).

Allocation of waste to landfill classes and subclasses

§ 5. (1) In the soil excavation site, only the deposit of non-contaminated soil material and non-contaminated soil constituents, each of which meets the requirements of the Annex 4 may be used for the deposit on a land dump-where appropriate in accordance with § 8-.

(2) In the Iner waste disposal site, only the deposit of

1.

Inert waste, which meets the requirements of Annex 1 Tables 3 and 4,

2.

uncontaminated soil material and non-contaminated soil constituents, each of which shall meet the requirements of Annex 4 for the deposit on an inert waste landfill,

3.

wastes according to Annex 2 Point 1 and

4.

Track bulkhead that meets the requirements of Annex 4 for the deposit on an inert waste landfill,

-where appropriate in accordance with § 8. The deposition of waste and solidified, stabilised or immobilized waste is not permitted.

(3) In the construction waste disposal site, only the deposit of

1.

non-hazardous waste which meets the requirements of Annex 1 Tables 5 and 6,

2.

wastes according to Annex 2 ,

3.

Excavation material which meets the requirements of Annex 4 for the deposit on a landfill site for the construction of a building,

4.

Track bulkhead that meets the requirements of Annex 4 for the deposit on a landfill site, and

5.

Cases of waste in accordance with § 10

-where appropriate in accordance with § 8.

(4) In the waste disposal site, only the deposit of

1.

non-hazardous waste which meets the requirements of Annex 1 Tables 7 and 8,

2.

wastes according to Annex 2 Item 1,

3.

Excavation material which meets the requirements of Annex 4 for the deposit on a waste disposal site,

4.

Track ballast according to Article 13 (1) (4),

5.

Cases of waste in accordance with § 10 and

6.

Residues from thermal processes in accordance with § 9

-where appropriate in accordance with § 8.

(5) In the mass waste disposal site, only the deposit of

1.

non-hazardous waste which meets the requirements of Annex 1 Tables 9 and 10,

2.

wastes according to Annex 2 ,

3.

Excavation material which meets the requirements of Annex 4 for the deposit at a mass waste disposal site,

4.

Track ballast according to Article 13 (1) (4) and (4)

5.

Cases of waste in accordance with § 10

-where appropriate in accordance with § 8. The deposition of residues from thermal processes, with the exception of ash from plants in which only biomass is incinerated, is not permitted.

(6) A landfill site may be located in accordance with the Annex 6 be operated as an inert waste dump, as a landfill for non-hazardous waste or as a landfill for hazardous waste. In an underground landfill site for hazardous waste, the disposal of hazardous waste is permitted only.

Section 3

Duty of treatment, landfill bans

Duty of treatment

§ 6. (1) Only treated waste may be deposited. This shall not apply to:

a)

Inert waste; or

b)

other wastes in which, taking into account the principle of proportionality, appropriate treatment does not result in a reduction in the quantity of waste or the risk to human health or the environment in order to achieve the objective in § 1.

(2) The mixing or mixing of waste with other waste or property shall be inadmissible if the studies required under this Regulation, or the necessary treatment provided for in paragraph 1, are impeded or impeded, or where: Waste acceptance criteria can only be met by the mixing process.

Prohibition of landfill

§ 7. The disposal of the following wastes shall be prohibited:

1.

muddy, pasty or fine-grained waste, if the functional capacity of the basic drainage system is impaired or if the stability of the landfill body is not given;

2.

liquid waste and waste water; the use of landfill leachate in accordance with the Annex 3 Chapter 6.3. does not constitute a deposit;

3.

wastes under landfill conditions as explosive, corrosive, fire-promoting, easily flammable or flammable in accordance with the Waste Directory Ordinance, BGBl. II No 570/2003, to be included in the current version;

4.

gases under pressure;

5.

substances which react violently when they are in contact with water;

6.

Infectious waste from hospitals and other clinical waste produced in medical or veterinary facilities and having "infectious" status in accordance with the Waste Waste Ordinance Ordinance, in the current version;

7.

wastes whose content of organic carbon (TOC) in the solid is more than 5% by weight, except for

a)

wastes solidified with plastics or bitumen with regard to the binder, if such waste is deposited in a waste or mass waste disposal site,

b)

Asbestables packaged in plastic film in accordance with § 10,

c)

wastes whose carbon content is derived from elementary carbon, carbon or coke parts, unless they are loaded activated carbon or loaded activated coke, when such waste is deposited in a landfill for non-hazardous waste ,

d)

wastes according to Annex 2 ,

e)

non-polluted soil material and non-polluted soil components if this material is used in accordance with the Annex 4 is dumped in a soil excavation site,

f)

wastes from mechanical-biological treatment in a mass waste disposal site, subject to compliance with the limit values of Annex 1 Tables 9 and 10 and subject to compliance with the Annex 4 Part 2, Chapter 4, shall be deposited; the mixing of a waste from mechanical-biological treatment with heat-controlled materials or waste under the objective of falling below these limit values shall be inadmissible pursuant to Article 6 (2),

g)

wastes which may be deposited on the basis of an exemption for TOC approved in accordance with Article 8;

h)

wastes from magnesite-and cement-bound holdolledämmbauplates, cement-bonded woodchip concrete, fire-protection panels and artificial marble when these wastes are deposited in a construction waste or mass waste disposal site,

i)

wastes from abrasives with organic carrier materials or non-woven glass fibre waste, the treatment of which is disproportionate for thermal treatment, when such waste is deposited in a mass waste disposal site,

j)

Residues resulting from the mechanical treatment of waste, provided that no waste with readily degradable organic components, such as mixed municipal waste, (with-) is treated in this treatment, and that these residues have a calorific value of no more than 6 600 kJ/kg dry mass (TM) and have a TOC content of less than 8% by mass and are deposited in a mass waste disposal site;

8.

wastes which consist of unidentified or new chemical substances from research, development and training activities, the effects of which are not known to humans or the environment (e.g. laboratory waste);

9.

wastes which do not comply with the requirements of § 5 or § 6;

10.

old tyres;

11.

wastes which do not meet other requirements concerning the admissibility of the deposit (e.g. requirements for the landfill behaviour of waste, requirements for solidified, stabilised or immobilized waste).

Approval of higher limit values

§ 8. The Authority may, in duly substantiated exceptional cases, taking into account the characteristics of the compartment and its environment, and provided that the emissions to be expected do not lead to any additional environmental risk, in accordance with the the following paragraphs shall approve higher limit values. In order to assess this condition by the Authority, the applicant shall submit an opinion to an authorised subject or institution, the opinion of which shall be the characteristics of the landfill and its environment and the long-term nature of the The landfill behaviour of the waste must be taken into account.

(2) In the case of a soil excavation site, the Authority may be responsible for the deposition of non-contaminated soil material and non-contaminated soil constituents for a background load on the parameters ammonium, nitrite, nitrate and phosphate approve a limit value of up to three times higher than the value set out in Table 2 of Annex 1.

(3) In the case of an inert waste disposal site with a landfill gas seal in accordance with § 27, the Authority may be responsible for the deposit of

1.

non-contaminated soil material and uncontaminated soil components

a)

higher contents of the eluate for inorganic substances up to the Annex 1 Table 2, but not more than 12 mg/kg in the eluate for zinc,

b)

a limit value of up to twice higher for the parameter TOC in the solid as the Annex 1 The higher limit value shall also apply to the fine fraction (less than 2 mm) of an excavation material consisting exclusively of a mixture of soil material and mineral building residues; the higher limit value shall apply: not for tunnel eruption,

c)

With a background load on the ammonium, nitrite, nitrate and phosphate parameters, a limit value of up to three times higher than that in Annex 1 Table 4,

2.

Building residues and similar waste from the production of building materials

a)

a limit value of up to twice higher for the parameter TOC in the solid as the Annex 1 Table 3,

b)

A limit value of up to three times higher for the parameters evaporation residue (cf. Annex 1 Table 4, footnote 4) and sulphate as the Annex 1 Table 4.

(4) In the case of a landfill site, the Authority may be responsible for the storage of

1.

non-contaminated soil material and uncontaminated soil constituents, a limit value of up to twice higher for the parameter TOC in the solid than in the case of Annex 1 The higher limit value shall also apply to the fine fraction (less than 2 mm) of a lifting material consisting exclusively of a mixture of soil material and mineral building residues; the higher limit value shall apply: not for tunnel eruption,

2.

Organically treated soils have a limit value of up to twice higher for the TOC parameter in the solids than in the Annex 1 Table 5.

(5) In the case of a waste disposal site, the Authority may be responsible for the deposit of

1.

Residues from thermal processes, in particular for residues, which are not subject to any relevant ageing process, have a higher limit value for the following parameters than those in the following parameters: Annex 1 Table 8, the following values shall not be exceeded as the contents of the eluate:

Evaporation residue: 100 000 mg/kg

Antimony: 2.1 mg/kg

Barium: 300 mg/kg

Lead: 30 mg/kg

Total chromium: 20 mg/kg

Molybdenum: 30 mg/kg

Selenium: 1,5 mg/kg

Zinc: 100 mg/kg,

2.

Galvanic sludges and metal hydroxide slurries for the parameters TOC and hydrocarbon index in the solid matter up to twice higher than the limit value in Annex 1 Table 7,

3.

Residues from the operational waste water purification for the ammonium parameter in the eluate have a limit value of up to three times higher than the limit value of Annex 1 Table 8, provided that the landfill site is run as a landfill site.

(6) In the case of a mass waste disposal site, the Authority may be responsible for the deposit of:

1.

non-contaminated soil material and uncontaminated soil constituents, a limit value of up to twice higher than that in Annex 1 Table 9, the value for the TOC parameter in the solid; the higher limit also applies to the fine fraction (less than 2 mm) of a excavation material, which consists exclusively of a mixture of soil material and mineral building residues , the higher limit shall not apply to tunnel outbreaks;

2.

Biologically treated soils for the TOC parameter in the solid matter up to twice the limit of the limit value in the Annex 1 Table 9.

3.

Production residues for the TOC parameter in the eluate have a higher limit value than those in the Annex 1 Table 10, provided that the landfill is conducted as a monocomic partition and only one type of waste is deposited.

(7) The first instance authority shall enter all the authorisations granted in accordance with paragraphs 2 to 6, including the approved limit values, in the register in accordance with Section 22 AWG 2002.

Strongly alkaline residues from thermal processes

§ 9. (1) The deposition of strongly alkaline residues from thermal processes in residual material landfills, which exceed the pH value of 12 according to the results of the basic characterization, shall be permitted under the following conditions:

1.

The waste must be deposited in a separate compartment in a waste disposal site in such a way that no impairment of the landfill gas sealing system, e.g. due to heat development, is possible. A constructional separation is not required.

2.

The upper limit value for the pH value is 13 for the deposition in this compartment section. Other residues from thermal processes which have pH values greater than 10 may also be deposited in this compartment.

3.

Prior to the deposition of a strongly alkaline residue from a thermal process of a waste generator, the gas composition and the extent of the gas formation upon contact of the waste with water must be carried out in accordance with Annex 5 Chapter 1 shall be determined. The authorized subject or specialist institution must confirm that no significant adverse reactions are to be expected under landfill conditions, in particular with regard to temperature development, gas development or leaching.

4.

At the time of the adoption of the strongly alkaline residues from thermal processes, the limit values of the Annex 1 Table 10 is complied with, except for the parameters

a)

Lead in the eluate, which must not exceed 100 mg/kg of TM,

b)

Sulphate in the eluate, which shall not exceed 50 000 mg/kg, and

c)

the residue of evaporation, the 60 000 mg/kg TM, or, in the case of the approval of a higher limit value in accordance with § 8, the approved limit value for the vapour vapour residue, shall not exceed.

(2) A highly alkaline residue from thermal processes overshoots a further eluate limit value other than the pH value of the Annex 1 Table 8, or in the case of the approval of higher limit values in accordance with Article 8 of these approved eluate limits, a deposit shall be permitted if an examination of the ageing behaviour carried out by an authorised subject or subject has been carried out in accordance with Annex 5 Chapter 1 has the result that, under these experimental conditions, the waste will comply with the relevant eluate limit values of the compartment after a period of not more than six months.

(3) For a compartment section in which strongly alkaline residues from thermal processes (pH value greater than 12) are deposited, the Authority must prescribe the following monitoring measures relating to the individual case:

1.

Measurement of the temperature of the landfill body in a sufficient number of depth profiles for estimation of the heat development in the landfill body;

2.

Monitoring of the gas development of the landfill body, location of gas outlet points and determination of the composition of the gas.

The nature, extent, frequency and duration of the monitoring activities, including documentation, shall be determined.

(4) The landfill holder shall report this to the Authority without delay and provide appropriate information to the landfill holder in accordance with paragraph 3 of temperature or gas developments, which constitute hazards to humans, technical facilities or operational safety. to put in place measures to avoid the risks. Pending the Authority's modest approval, the further deposition of strongly alkaline residues is not permitted.

(5) In the analytical examination of strongly alkaline residues from thermal processes, a carbonation during sampling and sample preparation, for example, due to improper open storage in the laboratory or drying before elution, is to be carried out. to avoid any falsification of the results.

(6) In the case of the deposition of ash from installations in which only biomass is incinerated, the conditions laid down in Section 1 (3) and (2) of the provisions of paragraph 1 are no longer required.

Asbestables

§ 10. (1) Asbestos waste, including asbestos cement waste, may be deposited in landfill sites for non-hazardous waste without an analytical investigation under the following conditions:

1.

Provided that the compartments are not exclusively approved for asbesto-cases, these wastes must be deposited in separate, structurally separated compartments.

2.

Asbestos waste must not contain any other dangerous substances other than bound asbestos and asbestos fibres which are bound by binding agents or wrapped in plastic; for asbestos cases which have been packaged, the packaging shall have the following: to confirm that only asbestables are included.

3.

The installation of asbestos waste may only be carried out under the supervision of staff trained in the handling of asbestos.

4.

If necessary, the asbee stables must be moistened before installation.

5.

In order to prevent the release of fibers, the deposition area for asbee stabbings must be completely covered daily and before any compaction with suitable materials.

6.

Waste with weakly bonded asbestos fibres shall be completely covered immediately after installation with fine-grained material.

7.

The surface covering of the landfill body or of the compartment section must permanently prevent the release of fibers.

8.

No work may be carried out on the landfill body, which may lead to the release of asbestos fibres.

9.

After the end of the storage phase, the Authority shall forward a plan containing the exact location of the storage of asbecor; the Authority shall forward a copy of the plan to the authority responsible for the local spatial planning.

10.

The Authority and the operator shall take appropriate measures to restrict the potential use of the site in order to prevent people from coming into contact with the asbecor cases.

(2) A classification according to § 7 AWG 2002 shall not be permitted for asbee-stables.

Section 4

Waste acceptance procedures

General requirements

§ 11. (1) The waste acceptance procedure consists of a basic characterization and an entry control at the landfill site. In the case of waste streams and recurring waste, conformity assessments must also be carried out.

(2) The basic characterisation and conformity assessments shall be carried out by an external authorized person or specialist institution which does not at the same time appoint as a landfill supervisory body for one of the compartments provided for the deposit is, by application of the Annex 4 -and, where appropriate, Annex 5 -make it. In the cases of § 13 para. 1 Z 1, 3 and 5 and paragraph 2, the basic characterization in the form of a waste information according to § 16 para. 3 can be carried out by the waste owner. If only plant-owned waste is deposited on an on-site landfill, the basic characterization and the conformity assessments can be carried out by the own laboratory accredited for this purpose (cf. § 2 (6) Z 6 lit. aa AWG 2002).

(3) In the context of the basic characterisation and the conformity assessments, the authorized subject or specialist institution shall assess the admissibility of the deposition of the waste. This includes, in particular, compliance with the respective limit values, the admissibility of the deposit in accordance with § § 5 to 10 and the landfill behavior of the waste in view of a possible impairment of public interests (Section 1 (3) AWG 2002). to the Commission.

(4) The authorized subject or specialist institution has a sampling plan for the investigations of a waste within the framework of the basic characterization and the conformity assessments (cf. Annex 4 Part 1, Chapter 3), including the preliminary information on the nature, characteristics and origin of the waste, including the preliminary examination results for at least the last three years. In particular, the inclusion of the preliminary information, as well as the selection of the subsets of the characterisation of the waste, the sample quantity and the calculation of the number of samples and qualified samples and their association with the collection of samples shall be taken into account. document. Changes in the sampling plan, sampling, sample preparation or examination, eg due to previous examination results or due to process changes (including the change of input materials), are traceable .

(5) From all qualified samples and collection samples, the authorized subject or institution or under the responsibility of the company-owned sampling facility (cf. Annex 4 Part 2, Chapter 3.1. and 4.1.) Restore samples. In the case of waste from the mechanical-biological treatment, recovery samples of all qualified samples which are used for the determination of the daily variability and from all the collecting samples are to be prepared. The rehearsals are at least according to the time constraints according to Annex 4 storage.

(6) The results of the assessment of the admissibility of the deposition of the waste are for specific compartments, if appropriate for the specific compartment section, by the authorized subject or subject institution in an assessment certificate in accordance with Annex 4 Part 1 Chapter 9 conclusive. For non-polluted soil material and non-polluted soil components, the deposition of which is permitted in a soil excavation or inert waste disposal site (cf. Annex 4 Part 2, Chapter 1.2.2.), the indication of the specific compartment may be omitted, unless a derogation pursuant to § 8 shall be used. The proof of assessment must be available to the landfill at the latest at the time of delivery. A proof of assessment of waste produced once is valid for one year. In the case of the testing of excavated material before the beginning of the excavation or removal activity, the assessment certificate is valid for ten years; in the latter case, the proof of assessment is valid. The person who has been authorized to do so has to confirm that the present assessment certificate is still correctly describing the situation. The validity of a proof of assessment for a waste stream and for recurring waste is based on the respective requirements of the Annex 4 Part 2. No later than 1. January 2012, the authorized subject or institution shall transmit the proof of assessment electronically by way of the register in accordance with Section 22 of the AWG 2002.

Basic characterization

§ 12. (1) In a fundamental characterization, the admissibility of the deposition of the waste is to be determined for each waste to be deposited. To this end, all necessary information and basic principles must be included.

(2) In the case of waste occurring once, the basic characterisation of the waste material in question shall relate, in the case of the testing of excavation material prior to the commencement of the excavation or removal activity to the mass to be lifted.

(3) In the case of waste streams and recurring waste, the basic characterisation shall be based on the annual waste mass (annual rate of waste) and it also has the range and variability of the typical waste streams. To include waste characteristics (short, medium and long term variability) and those requirements for the studies that must be carried out for the conformity assessments. A fundamental characterisation shall be carried out at the latest after eight years for waste streams and recurrent waste. Furthermore, a further fundamental characterization is to be carried out if the waste generated is no longer ident with the waste stream assessed so far or the recurrent waste, e.g. as a result of relevant process changes.

(4) If a further fundamental characterization is required, because the landfill holder has rejected the waste in accordance with Article 17 (5), the authorized person or specialist institution shall have those parameters for which a breach has been established; in any case, into the investigations. Examination results for these parameters from the original characterisation or a corresponding assessment of conformity should not be included in the assessments of the new basic characterization.

Basic characterization without analytical studies

§ 13. (1) In the following cases, no analytical studies are required for the fundamental characterization:

1.

wastes according to Annex 2 ;

2.

wastes which do not allow representative sampling; the basic characterisation of the authorized subject or institution is to be understood as to why no representative sampling can be carried out and why the waste is can be deposited in the respective compartments, taking into account the landfill behaviour;

3.

non-polluted soil material if the total waste material of a building project as a waste is no more than 2 000 tonnes, no information shall be provided on the basis of the assessment of the pre-utilisation and the local loading situation; Impurities are present and confirmed by the company taking out the excavation, that no apparent impurities have been detected during the excavation; the soil material of various construction projects must not be carried out. shall be mixed together;

4.

Track bulkheads made of non-evidently contaminated track areas with low or higher non-hazardous contamination probability (cf. Annex 4 Part 2, Chapter 1.4.), which is deposited on a waste disposal site or mass waste disposal site; the preliminary survey (cf. Annex 4 Part 2, Chapter 1.4.), including the horizontal classification, shall in any case be carried out by an authorized subject or institution and must be documented in a proof of assessment; and

5.

Asbestables.

(2) Where a waste owner does not supply more than a total of 15 tonnes of waste, with the exception of waste referred to in paragraph 1, from landfills within one year, no analytical study is carried out on the basic waste for such waste. Characterization required if:

a)

for each waste the species, origin and location of the waste are known precisely, based on existing studies for this type of waste, it is not possible to obtain an overrun of the limit values of the respective compartment and no indication of a pollution,

b)

the waste is dumped in a landfill for non-hazardous waste,

c)

the waste owner confirms compliance with the quantity threshold of 15 tonnes,

d)

the waste owner of a according to lit. e expressly consent to a review of the waste and the relevant records in its establishment,

e)

the landfill holder shall meet the conditions laid down in accordance with lit. a to c at regular intervals, but at least once a year.

Basic characterization of solidified, stabilised or immobilized wastes

§ 14. (1) The basic characterisation of a waste treated by solidification, stabilization or immobilization consists of:

1.

Investigations of the untreated waste according to the respective requirements of the Annex 4 ; the untreated waste must be assessed in the same state as it is solidified, stabilised or immobilised; in the case of stabilised or immobilized waste, the provisions relating to analytical results in the area close to the limit value are: do not apply above the limit value or the pH value outside the limit value range; and

2.

an aptitude test of the treated waste in accordance with Annex 5 .

Where several wastes are jointly subjected to a consolidation, stabilisation or immobilisation procedure, the studies referred to in Z 1 shall be carried out separately for each waste. By way of derogation from Section 12 (3), a new basic characterization shall be carried out at the latest after four years.

(2) An aptitude test in accordance with Annex 5 has to contain:

1.

information on the variations in the composition of the waste composition which can be tolerated in relation to the treatment process;

2.

in the case of consolidation procedures, confirmation of compliance with the limit values of the untreated waste; provided that strong alkaline residues are to be consolidated from thermal processes in accordance with Article 9 (1), compliance with the limit values of the Annex 1 Table 8, or the higher limit values approved in accordance with § 8, under the appropriate application of § 9;

3.

in the case of stabilisation and immobilization procedures, confirmation of compliance with the general requirements referred to in Annex 5 Chapter 3.1. or 4.1.;

4.

the formulation of the mixture for the binding process, including the composition of the binders and the additives and adjuvants;

5.

all results of the studies referred to Annex 5 Chapter 2, 3.2. and 4.2. and

6.

Estimation of the resistance of the solidified, stabilized or immobilised waste.

The aptitude test shall relate to a particular mixture (the same waste in a given mixing ratio, the same formulation and the same procedure) for the binding process; the mixing ratios shall change, in any case. to carry out a new fundamental characterization.

Match Assessments

§ 15. (1) Waste streams and recurrent waste shall be assessed according to the basic characterisation of conformity assessments in accordance with Annex 4 to determine whether the waste is consistent with the results of the basic characterisation and the acceptance criteria for the specific compartments, where appropriate for the compartments. In addition to checking the origin, the homogeneity and the physical properties (such as color, smell, consistency), the relevant and boundary-relevant parameters (key parameters) must be assessed.

(2) In the case of waste treated by solidification, stabilization or immobilization, the conformity assessments shall consist of the investigations of the untreated waste in accordance with the respective requirements of the Annex 4 Part 2 (in the case of stabilised or immobilized waste, the provisions relating to test results in the area close to the limit, above the limit value or at the pH value outside the limit value range shall not be applied) and the additional Studies of the treated waste according to Annex 5 . In the case of solidified or stabilised wastes, § 8 and, where applicable, § 9 shall apply in a reasonable way.

Obligations of the waste owner in the context of the acceptance procedure

§ 16. (1) The owner of the waste has to provide a waste information for the basic characterisation or assessment of the conformity of the authorized subject or specialist institution. The waste information has to contain the following information and a unique identifier (which is to be assigned by the waste owner, e.g. a number):

1.

the name and address of the waste owner;

2.

Description of the waste; in the case of electronic transmission with a unique identifier;

3.

the location and origin of the waste;

4.

Mass of the once-occurring waste to which the basic characterisation relates; in the case of a waste stream or in the case of a recurring waste, the estimated mass of the waste referred to one year (total quantity of waste). trash characterisation);

5.

Description of the origin of the waste and any treatment steps of the waste; in the case of the treatment of waste, information on the input and output materials of the treatment and the relevant part of the plant in which the waste is incurred. , and the indication of any contamination and the cause thereof;

6.

in the case of a waste stream or in the case of a recurrent waste, the last proof of assessment or, at the beginning of the basic characterization, documents relating to the investigations of at least the last three years; and

7.

in the case of a waste stream or, in the case of a recurrent waste, the relevant parameters of the process in which the waste is produced and input and output materials of the process, provided that the waste has already changed the owner, in addition to: the indication of the original waste (first) producer, its location and the plant; any modification of the process, including input materials, which may have an impact on the quality of the waste.

(2) The owner of the waste has to submit waste information to the landfill holder for the acceptance of the waste. The waste information shall contain the following information and a unique identifier:

1.

the information referred to in paragraph 1 (1) to (3);

2.

the estimated mass to be delivered and, in the case of a waste stream or, in the case of a recurring waste, the estimated mass of the waste, based on one year;

3.

the current proof of assessment.

(3) By way of derogation from paragraph 2, the waste owner shall have a landfill holder for waste where no analytical studies are required for the basic characterization in accordance with § 13 (1), (1), (3) and (5), or for waste according to § 13 (2) of the landfill holder. to transmit waste information. The waste information shall contain the following information and a unique identifier:

1.

the information referred to in paragraph 1 (1) to (3);

2.

the estimated mass of waste that is to be delivered;

3.

in the case of non-polluted soil material, if the total material of a building project as a waste is not more than 2 000 tonnes, the origin of the waste (address or the catastral community and the parcel).

(4) By way of derogation from paragraph 2, the waste owner shall be responsible for contaminated soil material (cf. § 17 (3) of a maximum of 25 tonnes per site of waste disposal of a waste information with the following information and with a unique identifier:

1.

the information referred to in paragraph 1 (1) to (3);

2.

the estimated mass of waste that is to be delivered;

3.

a description of the origin of the waste and any treatment steps of the waste; further indication of the contamination and the cause thereof.

(5) The waste information referred to in paragraphs 1 to 4 shall contain the necessary confirmations and confirmations, and shall be the waste owner, other than private households, at the latest from the first date of the first paragraph of this article. Jänner 2012 electronically. The owner of the waste may submit the waste information referred to in paragraph 1 in writing to the authorised subject or technical authority, if he is also authorised to transmit the waste information to the landfill holder in accordance with paragraph 2. , The waste information referred to in paragraphs 3 and 4 may also be referred to in the first subparagraph. Jänner 2012 will be sent in writing.

(6) In the event of a rejection of the delivered waste by the landfill holder, the waste owner has to withdraw the waste.

(7) Rejection is obtained because the identity of the entire waste is no longer given (cf. Annex 4 Part 2, Chapter 5), the owner of the waste has to arrange for a further fundamental characterization by another authorized person or subject.

(8) By way of derogation from paragraph 7, in the case of a waste stream or in the case of a recurrent waste, where only the identity of the waste material checked is not present (cf. Annex 4 Section 2, Chapter 5) and evidence that this is due to an exceptional operating condition, as follows: It is necessary to demonstrate that the exceedation of a limit value to this exceptional operating condition is due to. A further basic characterization shall be carried out only for the tested mass and for the mass of waste which occurs during the exceptional operating condition; this characterization may be carried out by the same authorized person or subject , which shall assess the waste stream or the recurring waste.

Adoption and rejection of waste

§ 17. (1) The holder of a landfill may only accept waste if it is permitted to be deposited in a compartment of his landfill, in particular where:

1.

a valid certificate of assessment, together with the necessary confirmations, which confirm the admissibility of the deposit in a compartment, if necessary in a compartment section, of its landfill, and complete these documents, are comprehensible and plausible; for non-polluted soil material and non-polluted soil components, the deposition of which is permitted in a soil excavation or inert waste disposal site (cf. Annex 4 Part 2, Chapter 1.2.2.), the indication of the specific compartment may be omitted, unless a derogation pursuant to § 8 is used,

2.

the waste delivered is the same as that which has been subjected to the basic characterisation or assessment of conformity for which the assessment certificate is valid, ie. the entry control, including any overdue identity control or an investigation by the landfill inspection body, results in the conformity of the waste with the assessments carried out in the context of the basic characterization or the assessment of the conformity and the accompanying documents, and there is no suspicion of contamination of the waste delivery; waste for which various basic characteristics are available shall not be accepted before the adoption of the are mixed together,

3.

in the case of a waste stream or in the case of a recurrent waste, the conformity assessments shall be carried out at least to the extent and in the frequency as laid down in the basic assessment of the assessment,

4.

ensuring that the interactions of waste with other waste deposited in the compartment do not result in any adverse reactions leading to a significant increase in the mobility of pollutants or to additional waste emissions from the compartment, and

5.

due to the geotechnical characteristics of the waste and the installation conditions, the required stability of the landfill body is guaranteed.

The waste shall not be deemed to have been accepted until the receipt of the entry control, in particular the identity check and a possible examination of the currently delivered waste by the landfill inspection body, is concluded.

(2) By way of derogation from paragraph 1, the landfill holder may accept waste in the cases of § 13 (1) (1), (3) and (5) and (2) if a corresponding waste information is available in accordance with Section 16 (3) and the required confirmations and confirmations, the Waste is in accordance with the waste information and is apparently not contaminated.

(3) By way of derogation from paragraph 1, the owner of a building residual, residual material or mass waste compartment may accept contaminated soil material to the extent of a maximum of 25 tonnes per site without a fundamental characterisation and shall be subject to the following conditions: Interim storage in accordance with § 33 (1), if it is to be expected that this waste can be deposited in a compartment of its landfill. The individual wastes may not be mixed together. The landfill holder shall arrange for a fundamental characterization of each contaminated soil material of a seizure plant. If, on the basis of the assessment, the deposit cannot be carried out in a compartment of its landfill, the landfill holder has to dispose of the waste properly.

(4) The landfill holder may accept waste from the mechanical-biological treatment of an installation from the third assessment in the context of the basic characterisation, if only the results and the assessment on the basis of the Stability parameters GS 21 (Gas Donation in the incubation test after 21 days) or GB 21 (Gas formation in the fermentation test after 21 days) are still outstanding and the authorized subject or specialist institution in the current assessment certificate confirms that the stability parameters GS 21 or GB 21 on the basis of the available results. Provided that the results and the assessment of these stability parameters are not transmitted within eight weeks from the date of delivery in a supplementary assessment certificate or the stability parameter GS 21 or GB 21 is not complied with, for the further acceptance of mechanically-biologically treated waste of this waste owner, compliance with the requirements of all stability parameters shall be at least for the next two weekly equivalents in accordance with Annex 4 Part 2, Chapter 4, already in the case of delivery.

(5) The landfill holder shall reject a waste delivery if the relevant provisions for the acceptance in accordance with paragraphs 1 to 4 are not met. In this case, the rejection by the landfill holder of the authority responsible for the supervision shall be notified without delay. In the event of a rejection or withdrawal, because the identity of the waste mass under review or the total waste is no longer given (cf. Annex 4 Part 2, Chapter 5), the results of the identity check or the investigation of the landfill supervising body shall be transmitted to the waste owner.

Input Control

§ 18. (1) If the waste is to be disposed of in landfill, an entry check shall be carried out within the landfill area, even if an intermediate storage is carried out prior to the landfill. In exceptional cases, the Authority may authorise the entry control in the immediate vicinity of the landfill area, provided that organisational measures ensure that only waste for which an input check and a possible investigation are carried out has been positively completed by the Landfill Board of Supervisors, is incorporated into the respective compartment. For waste of a company deposited on a landfill of the same undertaking (landfill site), facilities for the import control of such waste may be established where the requirements of the entry control are met by: Measures in the area of the company and under the responsibility of the head of the entrance control are fulfilled.

(2) The entry control shall include a visual inspection, the control of accompanying documents and random identity checks. The entrance control shall be carried out in an interim storage facility in accordance with Section 33 (1); the entry control may also be carried out in the deposition area of the respective compartment if the remaining removal of waste, the storage of which is due to the The results of the entry control are not permitted; however, if the suspicion of contamination is suspected in the context of the entrance control, the waste must be placed or rejected in an interim storage facility according to § 33 (1). On acceptance of the waste, ie. after the positive conclusion of the entry control or an examination of the landfill supervising body, the landfill holder shall confirm the acceptance of the waste owner for each delivery.

(3) In the case of visual inspection, the compliance of the waste with the waste information in accordance with § 16 para. 2, 3 or 4 shall be determined and the waste shall be checked before and after unloading for any inadmissible mixtures and contamination. In any case, the visual inspection after unloading must be carried out before the final installation into the landfill body. Wastes which do not require analytical studies in accordance with § 13 for the basic characterization shall be subject to a particularly thorough visual inspection. In addition, compliance with the provisions of § 13 and in Annex 2 , to verify the quantity limits fixed.

(4) Within the framework of the entry control, the following documents shall be considered for each waste:

1.

the current assessment certificate at the time of delivery; in particular, the results of the current assessment certificate are to be compared with the requirements of the compartment, and the results of the assessment are complete, ready to be completed and plausibility to be carried out. , based on a proof of assessment based solely on literature data or experience, it is necessary to examine whether a representative sampling and thus an analytical assessment of the waste is not actually possible; and

2.

further accompanying documents relating to the plausibility check, e.g. accompanying documents or notification and accompanying forms, in accordance with Regulation (EC) No 1013/2006 on shipments of waste, OJ L 327, 22.12.2006, p. No. OJ L 190 of 12.07.2006 p. 1, or ADR documents.

(5) For the storage of tunnel excavations, facilities for the inspection of the entrance may be established where an authorised subject or institution authorised by the landfill holder is responsible for selecting the sampling points and the examination parameters; reviewed the implementation of sampling and elution on the spot. The records in accordance with § 41 shall be documented in the implementation of these control measures.

Identity Control

§ 19. (1) In the context of the entry control, random analytical studies are to be carried out to verify the identity of the waste delivered.

(2) Identity checks shall be carried out at least at the following frequency:

1.

waste streams and recurring waste, with more than 5 000 annual per annum, once a year;

2.

solidified, stabilised or immobilised waste at least twice a year; for this purpose, test specimens (see section 20 (2)) must be eluted and examined; Annex 5 shall be applied;

3.

for all other wastes, other than waste where no analytical studies are required in accordance with § 13 for the basic characterization, 2% of the deliveries (ie. the transport to the landfill), where the identity checks are to be distributed as evenly as possible over the year. In the selection of the waste, waste whose conformity with the assessments carried out or with the accompanying documents is questionable and that waste from waste owners in respect of which a waste has been received within the last five years shall be the waste of waste. Verification of compliance of the delivered waste with the assessments made or with the accompanying documents has to be taken into account, in particular.

For wastes according to Z 1 and 3 Annex 4 Part 2, Chapter 3. Investigations of the landfill supervision in accordance with § 42 (3), which correspond to the requirements for identity checks, can be credited to the number of identity checks.

(3) If an impurity of the delivered waste, for example, due to visual control, is suspected, this presumption must be checked by an analytical examination based on a punctual test.

(4) In the case of waste from a company which is deposited in a landfill of the same undertaking, the authorisation may lay down facilities for the identity checks of the company's own waste, provided that the identity of the waste No doubt is secured. In any case, paragraphs 1 to 3 shall apply to non-company waste deposited on this landfill.

Rehearsals from the input control and
Test specimens for solidified, stabilized or immobilised waste

§ 20. (1) For each 1 000 tonnes of waste which has been adopted, a rehearsals shall be drawn as representative as possible; for the purpose of determining the 1 000 tonnes, waste for which an identity check has already been carried out shall be waste where, in accordance with Article 13, waste is used for the purposes of: fundamental characterisation is not necessary for analytical studies, and does not include solidified, stabilized and immoblised wastes. The rehearsals shall be kept for at least two years.

(2) By way of derogation from paragraph 1, consolidated, stabilised or immobilised waste shall be at least twice a year after the initial delivery and subsequently at least twice a year in accordance with the same mixture (the same types of waste in a particular one). Mixing ratio, the same recipe and the same procedure). One half of the test specimens shall be used for identity control in accordance with Section 19 (2) Z 2, and the other half shall be kept for at least five years. The rehearsals of solidified and stabilised wastes shall be reviewed twice a year for relevant disintegration phenomena, in particular on leaps, cracks, flattening, driver phenomena, changes in the volume or shape. If decay phenomena occur in these test specimens, this shall be recorded in the records in accordance with section 41 and shall be reported immediately to the authority responsible for the supervision. In addition, the compliance and suitability of the mixture must be checked before further deposition.

(3) Where a lack of conformity of the waste with the assessments made or the accompanying documents is established within the framework of the incoming inspection, all rehearsals of deliveries of the same waste owner shall also be retrospected. of an analytical examination. In particular, those parameters should be checked which, taking into account the possible chemical modification of the sample, make it possible to make a statement as to whether the waste delivered in each case is actually the declared one. wastes.

Section 5

Landfill site

Landfill site requirements

§ 21. (1) The following factors must be taken into account in the siting of a landfill site:

1.

the distances from landfill to residential and recreational areas, surface waters and other agricultural or urban areas;

2.

the presence of groundwater or protected areas in the area;

3.

the geological, hydrogeological and geo-technical conditions of the area;

4.

the risk of flooding, land subsidence, landslides, mutations or avalanches on the site;

5.

the protection of the natural or cultural heritage of the territory.

(2) As a landfill site excluded:

1.

Water protection areas according to § 34 (1) of the Water Rights Act 1959 (WRG 1959), BGBl. No. 215, in the version of the Federal Law BGBl. I No 123/2006;

2.

Healing source protection areas according to § 37 WRG 1959;

3.

Flood drainage areas according to § 38 (3) WRG 1959, with the exception of the extension of compartments, which are in the preparatory or storage phase on 1 March 2008, if the flood clearance of the landfill body by technical measures can be taken and all water-related aspects are taken into account, if necessary by means of compensatory measures;

4.

Sites threatened by mass movements causing landfill (e.g. slope movements, crashes or sinking, mourings and avalanches), provided that these hazards cannot be controlled by technical measures;

5.

Sites which have a non-uniform geotechnical behaviour of the land and of the subsoil, which endangers the stock of the landfill body, provided that these hazards cannot be controlled by technical measures;

6.

Sites with free groundwater for which the minimum distance between the landfill plan and the highest expected groundwater surface, taking into account possible settlements, is less than one metre, provided that this minimum distance is not can be achieved by layers of layers which have been poured in accordance with the rules of the soil, and which are densely compressed;

7.

Sites with strained groundwater if there is a risk to the groundwater that is actively participating in the groundwater flow.

(3) For inert waste, construction residual materials, residual material and mass waste disposal sites are excluded:

1.

Sites with highly sophisticated, well water-weed subsoil with indeterminable groundwater flow or pollutant propagation conditions;

2.

Areas outside a flood area according to section 2 Z 3, but within a discharge area of an HQ 500 (HQ according to ÖNORM EN ISO 772 "Hydrometric definitions-terms and symbols (ISO 772: 1996)", issued on July 1, 2000, and ÖNORM B 2400 "Hydrology-Hydrographic expressions and symbols-Supplementary provisions for the ÖNORM EN ISO 772", issued on 1 November 2004), unless the site's free-water freedom can be achieved through technical measures.

(4) Furthermore, the following shall be excluded for waste disposal and mass waste disposal:

1.

Groundwater protection areas and the area of waste water according to § § 34 (2), (35) and 37 (37) WRG 1959;

2.

Areas to secure future water supply in accordance with § 35 WRG 1959;

3.

the areas of access, source and groundwater for which a water management framework has been established (Section 54 of the WRG 1959), if the landfill project is in contradiction;

4.

River basin districts, planning rooms or parts of the same, for which a water management plan (§ 55c WRG 1959), a programme of measures (§ 55f WRG 1959) or a regional programme based on this (§ 55g WRG 1959) was adopted, if the Landfill projects are at odds with this;

5.

Sites of water-economically significant groundwater resources, which have a superregional significance for water supply.

Sub-Basic Requirements

§ 22. (1) The site for an inert waste, construction residual mass, residual material or mass waste disposal site shall have a low level, at least in the area of the contact area of the landfill body, via a geologically, hydrogeologically and geotechnically as uniform as possible the permeable surface (geological barrier).

(2) The geological barrier of an inert waste disposal site has an area or mountain permeability at a minimum power of one metre (k) F Value) of not greater than 10 -7 are to be listed.

(3) In the case of a landfill mass, residual material or mass waste disposal site, the geological barrier shall be subject to the following requirements:

1.

For a minimum power of five metres, an area or mountain permeability (k F Value) of not greater than 10 -7 m/s;

2.

for a minimum power of three metres, an area or mountain permeability (k) F Value) of not greater than 10 -8 m/s;

3.

at a minimum strength of one metre, an area or mountain permeability (k) F Value) of not greater than 10 -9 m/s;

4.

at a minimum strength of half a metre, an area or mountain permeability (k) F value) of not greater than 5 times 10 -10 -

(4) The underground requirements referred to in paragraphs 1 to 3 may also be achieved by means of layers which are layered and compressed in accordance with the rules of soil construction and have a minimum thickness of 0.5 m (artificial barrier), if this is equivalent to an equivalent Protection is guaranteed. In the case of slope gradients 1: 2 or steeper, special constructions are permissible if this guarantees an equivalent level of protection. In the case of an inert waste disposal site, the missing requirement for the subsoil can be replaced exclusively by a landfill gas seal required in accordance with § 27 (2).

Site exploration and investigation

§ 23. For each new landfill site, with the exception of a land excavation site, site visits and investigations according to ÖNORM S 2074-1 "Geotechnik im Deponiebau-Part 1: Site exploration", points 5 and 6, issued on 1 May 2004, and ÖNORM S 2074-2 "Geotechnics in the Deponiebau-Part 2: Ground work", point 5, issued on 1 September 2004.

Flood

§ 24. (1) In each landfill, with the exception of a land excavation site, a free dump of landfill leachwater shall be ensured.

(2) If a natural pre-flood does not exist in the case of a landfill site, a waste disposal site, a residual material or a mass waste disposal site, collected landfill leachate must in any case be stored in storage facilities located outside the landfill body, can drain in free gradient.

6.

Deponietechnik

Stability

§ 25. By means of geotechnical studies and calculations, it must be demonstrated that the landfill body and its substrate remain stable in the long term and that no inadmissible deformations occur, which in particular are landfill gas sealing, base drainage or Devolatilising systems of inert waste, construction residues, residual material or mass waste disposal sites. Consideration shall also be given to the weight and properties of the waste to be deposited and the effects of time and weather. Annex 3 Chapter 1 shall apply.

Deponierohplanum

§ 26. (1) A landfill plan shall be established for each landfill. Its altitude is to be measured after completion, except for a land excavation site. Annex 3 Chapter 1.3. is to be applied.

(2) In the case of each landfill, with the exception of a landfill site, the landfill plan shall be manufactured in accordance with the slope of the landfill gas seal. The flatness of the landfill plan is to be checked by surveying.

Deponiebasisseal

§ 27. (1) For each landfill, with the exception of a land excavation site, a landfill gas seal is to be built on the landfill plan of the sole and embankment areas, which, in conjunction with a basic drainage system, provides for an escape of landfill leachate water in prevents the subsurface.

(2) The landfill gas seal of inert waste and construction residual landfill sites has a minimum of two-layer mineral sealing layer with a thickness of at least 20 cm and a maximum of 27 cm per layer in a sealed state with a total thickness of at least 50 cm.

(3) The landfill gas seal of residual material and mass waste disposal sites is provided with a combination seal consisting of a minimum of three-layer mineral sealing layer with a thickness of at least 20 cm and a maximum of 27 cm per layer in the case of a waste material. compacted state, with a total thickness of at least 75 cm, and a direct-mounted PE-HD plastic sealing strip with a minimum thickness of 2.5 mm.

(4) By way of derogation from paragraphs 2 and 3, the execution of alternative landfill gaskets shall be permitted if a technically equivalent sealing effect and resistance can be demonstrated and at least one-or multi-ply mineral oil-containing mineral compounds may be used. Sealing layers are contained in a minimum thickness of 20 cm for inert waste and construction residual landfill sites and 40 cm for residual material and mass waste disposal sites.

(5) By way of derogation from (2), (3) and (4), the execution of alternative landfill gaskets or special constructions for slope gradients 1: 2 or steeper is permissible if a technically equivalent sealing effect and resistance is proven. can be.

(6) The surface of the landfill gas seal shall have a longitudinal gradient of at least 2% and a cross-gradient of at least 3%, taking into account any settling of the deposits.

(7) For mineral sealing layers and for plastic sealing membranes Annex 3 Chapter 2.

Basic drainage

§ 28. (1) A basic drainage system consisting of a surface filter and seepage water pipes installed therein is to be constructed for each landfill, except for a land excavation landfill. The basic drainage system ensures the permanent collection and derivation of the resulting landfill leachate. Annex 3 Chapter 3 shall apply.

(2) A sufficiently dimensioned reservoir is to be built outside the landfill body for the landfill leachate derived from the landfill body, but within the landfill area. The building materials must be chemically resistant to the seepage water to be expected. For odour-intensive seepage water, a closed storage basin is to be built. If the occurrence of an explosion hazard cannot be ruled out, provision should be made for equipment for explosion protection. Open storage pools are to be secured by fenced-in or adequate measures.

Deponary surface cover and intermediate covers

§ 29. (1) After the end of the deposition phase, a landfill surface covering must be produced in all landfills, which must ensure recultivation and anti-erosion protection. In the case of inert waste, construction residual materials, residual material and mass waste disposal sites, the landfill surface cover must be used for minimizing the deposition of precipitation via a surface seal and a surface drainage or a water household layer according to Annex 3 Chapter 4.3. lit. f have. For the production of the landfill surface cover Annex 3 Chapter 4.

(2) In the case of compartments in which waste has been deposited with high biodegradable fractions, in particular municipal waste, it is necessary to control the water balance and to increase the degree of landfill gas detection, taking into account the Annex 3 Chapter 6.1. to construct a temporary surface cover for a maximum of 20 years. In addition, no later than 12 months after the end of the storage phase, the Authority shall be required to submit a concept on measures to intensify the biological degradation processes. The Authority shall, on the basis of the available gas-forming potential, any other waste built into it and the technically feasible and state-of-the-art measures, have to decide whether and for what measures it shall take the place of the landfill the submission of an appropriate project for the entire compartment or parts of the compartment within a reasonable period of time. The project is to be notified in accordance with § 37 paragraph 4 Z 7 AWG 2002 and the relevant measures are to be carried out in accordance with the project, taking into account, where appropriate, an order in accordance with § 51 (2) AWG 2002. A final surface coverage shall be established only after the completion of any measures to intensify the biological degradation processes.

(3) The nature, structure and timing of the manufacture of a surface covering or parts of a landfill shall be determined on a case-by-case basis, in particular as a function of the following points:

1.

Landfill (under)

2.

the type of waste deposited;

3.

meteorological conditions;

4.

Surface gradials;

5.

any typesetting.

Annex 3 Chapter 4 shall apply.

(4) The materials for intermediate covering layers shall meet the requirements of the respective landfill (under) class. The use of compost for the production of intermediate cover layers, also for minimizing odour nuisances or methane emissions, is not permitted.

(5) For the feasibility of a soil excavation site, prepared building residues of quality class A or A + according to the Federal Waste Management Plan may be used to the strictly necessary extent.

Water balance

§ 30. (1) In each landfill, it shall be ensured that above-ground water flowing from areas or areas outside the contact area is kept away from the landfill body; this does not apply to land excavation sites in the after-care phase. At each landfill, with the exception of a land dump, it is necessary to ensure that underground water flowing from outside the contact area is kept away from the landfill body.

(2) In each landfill, with the exception of a landfill site, it shall be ensured that landfill leachate, decontaminated surface water from the landfill body and condensate from landfill gas are separated from other landfill sites, in the case of non-polluted waters.

(3) From compartments of different landfill (under) classes separately collected landfill leachate, contaminated surface water and aqueous landfill gas condensate are to be stored separately and treated separately. Mixing for the common storage and treatment is only permissible if this does not make the treatment difficult and, in the case of joint treatment, the same cleaning effect is achieved with respect to the removal of dirt particles, as in the case of the case of the invention. separate treatment.

(4) It is necessary to ensure proper treatment of the resulting landfill leachate. The use of landfill leachate for operational purposes may be carried out using the Annex 3 Chapter 6.3. are approved. In case of introduction into a water or a sewerage system, the requirements of the WRG 1959 must be fulfilled.

(5) The tightness of the landfill leachate and the landfill leadwater discharge outside the landfill body shall be monitored and checked at regular intervals, at least annually.

(6) In each landfill, with the exception of a landfill site, the amounts of precipitation shall be determined by means of appropriate measuring instruments as monthly totals. In addition, the site-specific evaporation rates can be determined. The use of data of nearest meteorological measuring stations with regard to precipitation quantities and evaporation rates is permitted. Water balance sheets shall be drawn up as follows: The quantities of landfill leachate discharged from the landfill body shall be as a percentage of the total quantities of water entered in the landfill body by precipitation and leachate water recirculation (monthly totals). In addition, in the case of open landfill bodies, the site-specific evaporation is to be included in the balance sheet. The Authority may reduce the frequency of the investigation, provided that this is justified on the basis of low rainfall or the low level of landfill leachwater; in any case, sums are to be made over a calendar quarter. In the after-care phase, care must be taken to ensure that sufficient data are collected to describe the water balance of the landfill body.

Deponiegas treatment

§ 31. (1) Compartiments are to be provided with facilities which allow sufficient collection and discharge of deposited landfill gases, provided that the waste to be deposited is expected to be more than a minor gas formation. In the case of an active degassing, the landfill gas shall be used as a priority for recovery or, where this is not possible, for disposal.

(2) Mass waste disposal sites with the possibility of depositing waste from mechanical-biological treatment shall at least be equipped with a passive degasification.

(3) Compartiments in which wastes with high biodegradable fractions, in particular municipal waste or comparable waste from contaminated sites have been deposited, are dependent on the age of the deposit and the expected amount of waste to be expected. To provide gas formation with an active degassing.

(4) Facilities for the collection, discharge and treatment of landfill gas are adequately dimensioned, permanently and in explosion-proof construction.

Quality assurance

§ 32. A quality assurance system shall be operated in order to ensure a consistently high execution quality of all manufacturing operations in accordance with § § 22 (4) and (25) to (31). Annex 3 Chapter 5 shall apply.

Section 7

Deponics

Landfill Facilities

§ 33. (1) In the area of landfill, the holder of the landfill has facilities which are separate from the landfill body, in particular for the acquisition and entry control of waste (unless an exception is approved in accordance with Article 18 (1)), including the adjustment of the waste disposal facility. and reverse surfaces for delivery vehicles, and the staff employed at the landfill. If waste is to be stored in the landfill body prior to acceptance and installation, and if there is a suspicion of inadmissible contamination, suitable intermediate storage facilities are to be set up separately from the landfill body. § 34 (1) (1) to (3) shall apply mutaly to these interim storage facilities.

(2) For all landfills, with the exception of land excavation sites, the landfill holder shall determine the mass of the waste to be deposited by means of appropriate measuring equipment, and shall indicate in kilograms. The use of measuring equipment outside of the landfill area is permitted. In the case of land excavation landfills, the determination of the mass by conversion from the volume is permissible.

(3) In the entrance area of the landfill, the landfill holder has on an information board his name and address, the waste collection times and the respective landfill (under) classes.

(4) As a result of a system of monitoring and control of access to the landfill, the landfill holder has to prevent illegal deposits. The entire area of the landfill is to be secured against unauthorized access by at least two metres high, wild-proof fenestration. Exceptions to areas which are sufficiently secure by natural demarcation shall be permitted. The gates must be closed outside of the operating hours.

(5) Compartiments which are operated as different landfills (under) classes must, if technically possible and economically feasible, have in principle separate access routes.

(6) The landfill holder has to make arrangements that no dirt can reach public roads and surrounding areas from the landfill area (e.g. a roll-off section, a tyre washing installation).

(7) Exceptions to paragraphs 1, 3 and 4, second to fourth sentences, may be granted for the disposal of waste originating from the production activity of a company for publicly unavailable landfill sites which are not available to the public.

Other plant within the landfill area

§ 34. (1) The establishment and operation of a different installation as landfill facilities in accordance with Section 33 (1) within a landfill area shall be permissible if the landfill holder ensures that the following conditions are met:

1.

Proper landfill operation, proper decommissioning and proper aftercare must be ensured unhindered.

2.

All the measures corresponding to the state of the art for fire protection, in particular against the attack of a possible fire on the landfill body and the landfill facilities, must be set.

3.

It shall be ensured by means of structural, technical or organisational measures, such as access restrictions, that a mixture of waste or materials for these or from those installations with already deposited or for the deposit wastes which have been taken over.

4.

Waste which is to be produced during the operation of these plants and which is to be deposited in the landfill must be subject to an entry control prior to the acceptance of the landfill by the landfill holder as well as externally supplied waste.

5.

Where a different plant is installed and operated on the landfill body,

a)

may either be stored and treated only as waste or materials which may be stored in the compartment on which the other plant is located, or

b)

by means of the waste or materials which cannot be stored in the compartment in a permissible manner, no pollutant entry into the landfill body shall be permitted, which shall be subject to the emissions of this installation which are limited in accordance with the state of the art is going out.

6.

If it is required to produce a surface cover, the other asset must be removed.

(2) A storage or interim storage of waste, including a short-term storage before or after treatment, is only in a different plant approved for this purpose within the landfill area or in an interim storage facility according to § 33 (1) or at Waste for landfilling in the course of the entrance inspection according to § 18 para. 2 in the deposition area of the landfill body is permissible.

(3) (1) and (2) shall not apply to compartments in which the final surface cover is applied.

Deponics Staff

§ 35. (1) The landfill holder shall appoint a head of the entrance control and, if necessary, a deputy, and shall have the appropriate powers. The head of the entrance control and his deputy shall be designated by the authority responsible for the supervision. The head of the entrance control and his deputy shall demonstrate the necessary technical knowledge and skills in relation to the activity to be performed.

(2) The technical customer of the head and deputy head of the entrance control of a waste or mass waste disposal site or underground landfill for hazardous waste shall be

1.

completed, subject-related training at a state or state-recognised university, university of applied sciences, relevant technical college or higher technical or commercial teaching institution, or

2.

the successful decommissioning of the teaching qualification exam in the teaching profession chemical laboratory technology or waste disposal and recycling specialist waste and a two-year relevant professional activity or

3.

the successful completion of a technical chemistry training course, technical chemistry or any other relevant form of schooling, with a view to the curriculum and to the knowledge relevant to the entry control. , and a two-year relevant professional activity

Proof.

(3) The subject-matter of the head and deputy head of the entrance control of a land excavation, inert waste or construction residual mass landfill shall be proven at least by the completion of relevant, state-approved training courses.

(4) The landfill holder shall ensure that the head of the input control and his deputy and the landfill staff carrying out the laboratory analyses and the visual controls shall be responsible for:

1.

are reliable,

2.

have the necessary technical expertise in the state of the art, and

3.

continue to form.

(5) The head of the entrance control or his deputy shall be present at the landfill during the transfer of the waste for landfill and the entrance control in accordance with § 18. It is responsible for the proper implementation of the entry control, in particular for compliance with the provisions of § § 18 to 20. Exceptions relating to the obligation of the head of the entrance control or his deputy to be required for the disposal of landfill sites, which are not available to the public, for the disposal of the production activity of a company. waste can be authorised.

Waste installation

§ 36. (1) Taking into account the characteristics of a waste and the type of installation in the landfill body, the holder of the landfill shall ensure that there is no risk to the personnel of the landfill and to the condition and operability of the landfill body. the technical equipment of the landfill body, such as the landfill gas sealing system. In particular, it is also possible to take into account more than slight residual activities which result in the formation of methane, hydrogen or ammonia, gas formation, heat development, increase in volume or self-solidification. More than slight temperature or gas developments shall be monitored by appropriate measurements and, where necessary, precautions against gas explosions shall be made.

(2) The geotechnical characteristics of a waste and the nature of the installation must ensure that the assumptions underlying the geotechnical studies and calculations of the landfill body are met and thus the stability of the Landfill body is guaranteed. By means of a compaction adapted to the properties of the waste either before or in the course of the installation, it must be ensured that only slight changes in shape of the landfill body can occur in the long term.

(3) Night-side emissions during operation, e.g. dust, aerosol formation, smell, noise, material used by the wind, and insect, bird or rodent mass development, the landfill holder has by means of a specific installation technique or by other means Precautions, such as cover, to be prevented as far as possible. Where necessary, measures shall be taken to prevent the occurrence of fires.

(4) The landfill holder has solidified, stabilised and immobilized waste to be deposited in its own compartment in such a way that adverse interactions with other, unsolidified, stabilised or immobilised wastes should be avoided. The layer-by-layer installation of a solidified or stabilized waste into the landfill body, which has not yet been hardened, is permissible, in which case a sufficient compaction is to be carried out, in particular in edge areas and embankment areas. In the approval certificate, a quality control of the degree of compaction shall be established for the installation of immobilised waste by means of a sufficient number of oegen and foreign investigations.

Measurement and monitoring procedures

§ 37. (1) During the operation of the landfill, the holder shall carry out a measurement and monitoring programme for the duration of the after-care phase, in the event of a temporary interruption and after the closure of the holding. Within the framework of the measurement and monitoring programme, the following data shall be collected:

1.

Data on the water balance in accordance with § 30 (6);

2.

Data on emission control and immission control in accordance with § 38;

3.

Data on the control of the landfill body, including the technical equipment, and the evidence systems, including maintenance and repair measures in accordance with § 39.

(2) The holder shall report on all the results of the measurement and monitoring programme referred to in paragraph 1 at the latest by 10 April of each year on the basis of the aggregated data of the previous calendar year, to the landfill inspection body. . The parameters selected for monitoring as meaningful are to be presented graphically and continuously over all years.

Emission and immission control

§ 38. (1) In accordance with the following paragraphs, the landfill holder shall carry out a corresponding emission and immission control.

(2) The necessary control and follow-up measures during the storage and after-care phase (e.g. the location and number of control probes) must be taken into account in the course of planning and erection. It is necessary to ensure that possible emissions can be identified in good time by means of appropriate control equipment.

(3) In the immediate hydrogeological environment of the landfill, a body of groundwater shall be located, using the Annex 3 Chapter 6.4. to proceed as follows:

1.

A sufficient number of control probes shall be constructed, regularly sampled and analysed, in both groundwater and groundwater subflows throughout the outflow area, and the frequency and times of sampling and the number of tests shall be carried out. Parameters to be examined must be specified at the time of approval.

2.

Prior to the establishment, groundwater samples must be taken in at least three places for the purpose of securing evidence, in order to have reference values available for future samples.

3.

Where possible, a trigger threshold shall be specified in the permit, taking into account the relevant hydrogeological conditions, where a significant change in groundwater quality shall be deemed to have been established (the achievement of which is to be achieved). is to be checked by repetition of the sampling).

4.

An emergency plan shall be approved for each landfill, with the exception of a land excavation site, after which the trigger threshold shall be reached; the contingency plan shall, in any event, have guidelines for the further course of action, the tasks of the responsible persons. to include persons and, where appropriate, technical measures.

5.

The frequency of sampling must be determined in such a way that possible emissions can be identified in good time in order to be able to take remedial action.

6.

All test results shall be recorded continuously, with threshold overruns to be marked.

(4) In the immediate vicinity of the landfill there is a surface water on which the landfill could have an effect, at least one measuring point upstream and one measuring point are to be constructed substream. The frequency and times of sampling and the parameters to be analysed shall be given by the application of the Annex 3 Chapter 6.4.at the time of approval.

(5) Total landfill leachate is to be collected, regularly sampled and analysed in terms of quantity. The frequency and times of sampling and the parameters to be analysed shall be based on the type of waste deposited and the intended treatment of the landfill leachate under the application of the Annex 3 Chapter 6.4. at the time of approval. With regard to sampling and analysis methods, the methods laid down in accordance with WRG 1959 shall be complied with. All examination results must be recorded continuously and displayed clearly. In any case, the parameters selected for the seepage water monitoring as suitably selected are also to be presented graphically in the long-term development.

(6) In the case of the introduction of water from the landfill area into a pre-flute, the water quality of the pre-flute above and below the inlet points shall be carried out after complete mixing, using Annex 3 Chapter 6.4. and taking into account the quality target regulation of chemistry surface waters, BGBl. II No 96/2006. The frequency and timing of the probations and the parameters to be analysed shall be determined in the permit. Sampling, pre-treatment and analysis shall be carried out with the methods laid down in a Regulation in accordance with Articles 59c, 59e and 59f WRG 1959. All examination results must be recorded continuously and displayed clearly. In any case, the parameters selected for surface water monitoring as suitably selected are also to be presented graphically in the long-term development.

(7) Where landfill gases are collected, measurements shall be carried out in accordance with Annex 3 Chapter 6.4. , The gas measurements must be representative. In any case, the parameters methane, carbon dioxide and oxygen are to be measured, and other ingredients as required depending on the type of waste deposited. The frequency and timing of the studies and the parameters to be analysed shall be carried out using the Annex 3 Chapter 6.4. at the time of approval. All examination results must be recorded continuously and displayed clearly. In any case, the parameters selected for landfill gas monitoring as suitably selected are also to be presented graphically in the long-term development. Where an explosion hazard cannot be ruled out, explosion protection warning systems shall be operated continuously, the function of which shall be: Annex 3 Chapter 6.4. is to be reviewed regularly.

Control of the landfill body, including the technical equipment

§ 39. (1) The holder of the landfill shall regularly check the existence of the landfill body, including the technical facilities, and the evidence systems (e.g. groundwater control probes) for the existence and functioning of the landfill body. In particular, it should be reviewed:

1.

the total amount of waste (volume of waste) in accordance with the progress of time, taking into account requirements, such as the installation dimensions, installation heights, slope gradients and bursts;

2.

Cover and recultivation measures;

3.

Changes in position, height and shape of the landfill body and the technical facilities, such as leachate water pipes;

4.

Facilities for the collection and treatment of landfill leachate and landfill gas;

5.

Discharge systems for rainwater, surface water and groundwater;

6.

External facilities, transport routes and fenced-in;

7.

Groundwater observation facilities.

(2) The scope and frequency of a review as referred to in paragraph 1 shall be, in particular, dependent on the landfill (under) class, the location conditions and the progress of the deposition under the application of: Annex 3 To determine or, where appropriate, adjust Chapter 6.4 in the permit.

(3) The landfill holder shall keep the technical equipment of the landfill body and the evidence systems at regular intervals in such a way as to maintain and maintain and, if necessary, repair the functional quality of the equipment during the The ablation and after-care phase is maintained.

Registration

§ 40. (1) In accordance with Article 21 (1) (1) (5) of the AWG 2002, the holder of the landfill has the following relevant installations, indicating the type of plant and the outline polygons, before the beginning of the storage phase of a compartment or at other installations within the Deposit area according to § 34 before taking up the activity in the master data register pursuant to § 22 AWG 2002:

1.

the landfill site with the approved landfill area;

2.

each compartment, indicating the associated landfill (under);

3.

each compartment section and the remaining part of the compartment;

4.

any interim storage in accordance with § 33;

5.

any other installation within the landfill area according to § 34;

6.

Sickerwater and waste water treatment plants;

7.

Landfill gas installations.

In the case of registration, the landfill holder shall indicate the structure of his treatment plant by indicating the relationship ("belongs to" or "consists of") between the above-mentioned installations. Furthermore, the reporting units for the respective records and messages must be marked. Annex 7 is to apply. As from 1 July 2009, the outline polygons shall also be indicated for landfill sites which are in the preparatory or dedeposition phase on 1 March 2008.

(2) In the case of registration in the master data register for other installations within the landfill area according to § 34, which he does not operate himself, the landfill holder shall state the operator active at the time of the registration. If this operator is already registered in the master data register, the landfill holder shall assign the asset to this in the master data register. If such an installation is already registered within the landfill area in accordance with § 34 in the master data register, it shall be assigned by the owner of the facility to the landfill holder as the owner of the location. If this operator is not subject to registration, there is no obligation for the landfill holder to trigger a registration process. In this case, the indication of name and seat is sufficient.

Recording and reporting obligations

§ 41. (1) The respective owners of installations in accordance with § 40 (1) (2) to (6) shall continuously record the type, quantity, origin and whereabation of the waste for each of these installations. These records shall be deemed to be records in accordance with § 2 of the Waste Regulation 2003 in the current version. The records shall be kept in such a way that an extract or a summary from the records is possible at any time. From the 1st Jänner 2009 shall be subject to electronic records for installations in which a treatment procedure is carried out in accordance with Annex 2 of the AWG 2002 Annex 7 ,

(2) In addition to paragraph 1, the landfill holder shall record the following:

1.

the basic procedure for the entry control;

2.

Observations and results obtained from the input control, e.g. the results of the identity checks, including the results of the investigations by the landfill supervisory body, which are counted on the number of identity checks, in each case with indication of the waste deliveries; where appropriate, the implementation of the control measures relating to the outbreak of tunnels in accordance with section 18 (5);

3.

misdeclarations, indicating the waste concerned, the waste shipments, the waste (first) producer and, where applicable, the waste collector or treatment;

4.

the refusal of a waste or the withdrawal of a waste delivered by the waste owner in accordance with § 17 with the indication of the waste (first) producer and, where applicable, the waste collector or treatment agent, the waste concerned and the waste Waste deliveries;

5.

in the case of solidified or stabilised waste, the results of the investigation of the test specimens on disintegration phenomena in accordance with Article 20 (2);

6.

results of the investigations of rehearsals in accordance with § 20 (3) with the indication of the waste inspected (first) producer and, if applicable, of the waste collector or treatment agent, the waste concerned and the waste deliveries;

7.

the results of the checks carried out by the landfill inspection body in accordance with § 42;

8.

the installation point and the date of the installation of the waste, the installation site being to be retained in a network-fourth position of 50 x 50 m;

9.

Data of the measurement and monitoring programme in accordance with § 37.

The records according to Z 1 to 9 shall be from 1. January 2012 electronically to be kept and stored electronically.

(3) The landfill holder shall keep records in accordance with paragraphs 1 and 2 until the end of the decommissioning phase; records of the measurement and monitoring programme in accordance with § 37 shall be kept until the end of the after-care period. The authorities shall be granted access to the records on request and the records shall be provided upon request. The records of the first paragraph shall be as from 1. Jänner 2009 and the records referred to in paragraph 2 shall be as from 1. In accordance with § 22 AWG 2002, to be transmitted electronically at the request of the register in January 2012. In the event of a decommissioning or closure of the landfill, the records shall be sent unsolicly to the Authority; electronic records shall be transmitted by the Registry in accordance with Section 22 of the AWG 2002.

(4) Weiters shall keep the landfill holder the proof of assessment and the waste information according to § 16 for seven years. From the 1st In January 2012, the evidence of assessment and waste information shall be kept electronically. The second sentence of paragraph 3 applies.

(5) For each installation pursuant to Article 40 (1) (2) to (6), in which a treatment procedure is carried out in accordance with Annex 2 AWG 2002, in accordance with Section 21 (3) and (4) of the AWG 2002 no later than 15 March of the following year shall be the following year for the preceding calendar year or at any time, at the request of the Authority, in accordance with Article 17 (5) of the AWG 2002, a summary of the records relating to the nature, quantity, origin and whereaby of the waste in accordance with the requirements of Annex 7 to create. The summaries of the records of the type, quantity, origin and whereabation of the waste shall be Annex 7 for the previous calendar year, including the residual capacity in cubic metres of the respective compartments, shall be notified to the competent authority. For compartments where no waste has been dumped within the reporting period, an empty message shall be made, indicating the remaining capacity. For the first time, these summaries of the summaries are to be made electronically and per legal entity in a file for the reporting period 2008 by means of the register according to § 22 AWG 2002. The records underlying the reporting period for the 2008 reference period may be kept free of form; from 1. Jänner 2009 shall be the electronic records referred to in paragraph 1, in accordance with Annex 7 , The Federal Minister for Agriculture, Forestry, the Environment and Water Management has graduated from simplified audit rules for the 2008, 2009 and 2010 reporting periods in accordance with Annex 7 , for reference to the use of reference tables for waste types and treatment procedures. For landfills with a small number of deliveries (up to 3 000 deliveries per year), the Federal Minister for Agriculture, Forestry, the Environment and Water Management will be responsible for electronic assistance for the fulfilment of the Preferences pursuant to Annex 7 .

(6) Weiters shall have as of 1. January 2013 shall be sent to the authority responsible for supervision electronically by means of the register pursuant to Section 22 of the AWG 2002:

1.

Notification in accordance with Section 21 (4) of the AWG 2002 on the results of the measurement and monitoring procedures in accordance with § 37;

2.

Notification of the refusal or withdrawal of a delivered waste by the waste owner in accordance with § 17;

3.

Notification of significant disintegration of solidified or stabilised wastes observed in the investigation of recovery samples according to § 20 (2).

(7) In the case of electronic recording management, interfaces are to be set up so that the data can be made available at any time to the Authority. For these interfaces and for the messages referred to in paragraphs 3, 5 and 6, the data model defined in the ON-rule 192150 "Data structures for electronic data exchange in waste management", issued on 1 November 2007 (the Data structure, data type definitions, and field lengths). The resulting XML data format structures for individual recording contents, excerpts, summaries and messages, including booking types and test rules, will be published on the EDM-Portal, edm.gv.at. The identification numbers contained in the Register pursuant to § 22 AWG 2002 shall be used for the identification of persons, locations, installations and plant parts. The reference tables with identification numbers and standardized assignments published on the EDM portal are to be used.

Landfill supervision in accordance with § 63 (3) AWG 2002

§ 42. (1) In accordance with Section 63 (3) of the AWG 2002, the Landfill Board of Supervisors must be ordered by the Authority and has to regularly verify compliance with the provisions of the AWG 2002 and the regulations and regulations based on them. The Authority shall determine the minimum frequency of checks carried out by the landfill inspection body, in particular as a function of the size of the landfill, the landfill (s) and the approved waste types, with a review at least once a year in the case of a soil excavation or inert waste disposal site, at least once per calendar quarter for all other landfill sites (under) classes. A smaller number of checks can be established for interruptions in the operation and in the after-care phase.

(2) The Landfill Board of Supervisors shall, in particular, review:

1.

the completeness and accuracy of the root data of the landfill in the register in accordance with § 22 AWG 2002;

2.

the regularity of the records and notifications in accordance with § 41, in particular the separate management of the records for installations in accordance with § 40 (1) Z 2 to 6; the plausibility of the records shall be checked in random form;

3.

on the basis of the records in accordance with § 41, the regularity of the entry control and its documentation;

4.

the regularity and plausibility of the evidence of assessment (in particular with regard to sampling planning, such as the admissibility of the merging of qualified samples to aggregate samples), are of a random nature; to verify the evidence of waste owners who have already detected faulty sampling or false declarations, or have made rejections;

5.

whether in landfills, which are subject to the facilitation of identity checks in accordance with § 19 (4), only waste from the respective company has been deposited or whether a proper identity check is carried out for non-company waste ;

6.

compliance with the provisions relating to the discharge of landfill leachate into a water or sewerage system;

7.

if the index is increased (cf. Section 48 (2a) of the AWG 2002) increased by more than five percentage points to ensure that the guarantee was increased.

(3) In the context of its verifications, the Landfill Board of Supervisors has, in accordance with its verifications, currently supplied waste, which is representative of the waste. Annex 4 Part 2, Chapter 6, (in accordance with the provisions on identity checks), or to arrange for such investigations. In the case of soil excavation, inert waste or construction residual mass compartments, at least two examinations are to be carried out each year. By way of derogation from the preceding sentence, in the case of land excavation or waste disposal sites on which a total of no more than 2 000 tonnes of waste is deposited within two calendar years, the landfill inspection body shall have only one study within the two calendar years. Calendar years. In the case of residual or mass-waste compartments or landfills for hazardous waste, at least two studies per calendar quarter, provided that more than 50 000 tonnes are deposited per calendar year, shall be at least four studies per calendar quarter, , The number of investigations carried out or prompted by the landfill inspection body may be counted on the number of checks carried out in the context of identity checks in accordance with § 19, if the investigations are to be carried out in accordance with the requirements of Identity checks.

(4) Paragraph 3 does not apply to consolidated, stabilised or immobilized waste. For each waste stream or for each recurrent waste from the waste delivered within the last 12 months, the landfill inspection body shall have at least two cores to be removed and examined for the waste stream, or for each waste stream delivered during the last 12 months. Investigations should be carried out. For waste produced once, at least two cores shall be removed from the solidified, stabilised and immoblised wastes delivered within the last 12 months, and shall be examined or to carry out these investigations. The number of investigations carried out or prompted by the landfill inspection body may be counted on the number of checks carried out in the context of identity checks in accordance with § 19, if the investigations are to be carried out in accordance with the requirements of Identity checks. The investigation shall include:

1.

in the case of a solidified waste, an elution test according to Annex 5 Chapter 2 (1) and an examination of the physical properties determined on a case by case basis;

2.

in the case of a stabilised waste, an elution test of 24 hours and more than two days and a pressure strength test;

3.

in the case of an immobilised waste, an elution test for 24 hours and an examination of the water permeability and the degree of compaction.

(5) Where a contamination of waste already adopted or already deposited is suspected or a misallocation to a waste type is suspected, the landfill inspection body shall also carry out verifications in respect of such waste in accordance with Annex 4 Part 2, Chapter 6.2. ,

(6) The landfill supervisory body shall immediately inform the landfill holder of the outcome of the investigation referred to in paragraphs 3 to 5. The transmission of the result shall be less than 1. January 2012 is to be carried out electronically; for this purpose § 41 (7) applies.

(7) The Board of Supervisors shall keep records of its supervisory activities and, at the latest by 30 April each year at the latest, report on its activities during the previous calendar year to the competent authority responsible for the supervision of the landfill, separately according to compartments. The report shall provide information on the operation or decommissioning and after-care measures, including information on the state of the technical facilities and the other facilities referred to in § 33, the results of the review of the measurement and Monitoring programme and information on the inspections carried out, including a description of the deficiencies identified and the measures taken to remedy the deficiencies. The results of the measurement and monitoring programme shall be connected to the report of the landfill holder. If a landfill inspection body is also ordered for the construction supervision in accordance with § 49 AWG 2002, the report may also include the building supervision activities. From the 1st The records of the landfill supervising body shall be made electronically in January 2012. The submission of the report to the Authority shall be made, starting with the report for 2012, by means of the register in accordance with Article 22 of the AWG 2002; this shall apply to section 41 (7) of this report.

(8) In the course of the control activity, references to a landfill holder's failure to comply with the provisions of the AWG 2002 or the regulations or regulations based on it and do not take place within a reasonable period shall not be subject to a defect. the body responsible for the disposal of landfill shall immediately notify the authority responsible for supervision. This message is from 1. January 2012 by means of the register according to § 22 AWG 2002.

(9) In the event of suspicion of an administrative surrender relating to another installation within the landfill area, the landfill supervisory body shall inform the authority responsible for the supervision of this facility in accordance with § 34.

Underground landfills

§ 43. (1) Underground landfill sites for inert waste and non-hazardous waste shall be classified as a landfill (under) class according to § 4 Z 2 or 3. § § 1 to 20 and 44 shall apply for underground landfills for inert waste and non-hazardous waste; § § 33 to 42 shall apply in a reasonable way. In the case of non-hazardous waste, no hazardous waste may be deposited in underground landfills for non-hazardous waste, except for the waste of asbestoe. Annex 6 is to apply.

(2) § § § 1 to 7, 10 and 44 shall apply to underground landfills for hazardous waste; § § 33 to 42 shall apply in a reasonable way. Annex 6 is to apply. When approving a landfill site for hazardous waste, the Authority shall, under the application of the Annex 6 and taking into account the Annex 4 To establish acceptance criteria (in particular waste types, if necessary limit values, requirements for the entry control).

Financial seizures

§ 44. (1) When approving a landfill, with the exception of land excavation sites of less than 100 000 m 3 , the Authority shall impose on the landfill holder a reasonable assurance of compliance with the obligations and obligations associated with the authorisation. The measures shall be taken in accordance with the construction phases of the landfill. If a maximum open bulk surface is fixed, the measures relating to the surface covering shall be visited in accordance with the open, not yet definitively covered, bulk surface. The guarantee may be calculated and imposed in accordance with the landfill sections specified in the permit. The guarantee shall be Annex 8 , the Federal Minister for Agriculture, Forestry, the Environment and Water Management shall, in agreement with the Federal Minister for Economic Affairs and Labour, Guidelines on the application of the Annex 8 create.

(2) A financial guarantee shall be deemed to be the performance of a guarantee, such as a bank guarantee, a corresponding insurance, a blocked bank account or something equivalent, such as a liability declaration of a local authority. In any event, in the event of insolvency, the authority must be provided with a guarantee for the implementation of the necessary measures, ie. can be separated from the assets of the landfill holder. A guarantee or liability declaration of a private company, with the exception of a bank guarantee or insurance in the sense of the first sentence, is not permitted.

(3) The management, access, use and release of seizures for landfills within the meaning of Section 48 (2) AWG 2002 shall be transferred to the Governor of the State. In the event that a landfill holder does not carry out the necessary measures to comply with the obligations and obligations of the landfill permit or does not carry out the necessary measures in good time, the Landeshauptmann shall be without prejudice to § 62 AWG 2002 shall be authorized and obliged to take action to ensure that the costs of the measures to be implemented by the Authority are to be borne by the Authority.

(4) In the event of a temporary freezing or termination of the freezing order, the holder of the landfill shall, until four weeks before the expiry of the validity of the freezing order, re-establish a reasonable assurance of the guarantee. Otherwise, the Landeshauptmann is authorized and obligated to resort to the assurance. In such a case, the guarantee shall be deemed to have been taken in due time if a written request for the performance of the guarantee by the regional governor at the latest on the last day of validity of the guarantee at the time of the To ensure the safety of the vehicle.

(5) After the final surface coverage has been produced, the relevant regulatory review and the full functionality of the other technical facilities, it is necessary to reduce the cost of the aftercare. Once the authority has been established that there is no longer any need for after-care measures for the landfill (end of the after-care period), it is necessary to release the guarantee.

(6) A test at an auditor pursuant to Section 48 (2a) of the AWG 2002 has the following: Annex 8 Point 3 to include the content described above.

8. Section

Closure and transitional provisions

Transitional provision for the modification of the landfill (under)

§ 45. (1) The owner of an existing building residual mass compartment, which is

1.

a mineral landfill gas seal with a total thickness of at least 40 cm and a basic drainage system in the area of the landfill gas seal, or

2.

pursuant to § 18 (4) or (5) of the Landfill Regulation, Federal Law Gazette (BGBl). No 164/1996, as amended by the BGBl Regulation. II n ° 49/2004, (hereinafter referred to as "landfill regulation 1996") permitted alternative landfill gas seal or special construction for slope inclines steeper 1: 2 and a basic drainage system in the area of the landfill gas seal

, the Authority may, by 1 September 2008 at the latest, report to the Authority in accordance with Section 37 (4) (1) of the AWG 2002 that, as from 1 July 2009, it intends to continue to operate this compartment as an inert waste compartment pursuant to this Regulation, and to which Waste types may be omitted if necessary.

(2) The holder of a floor excavation compartment, which has already been developed on 1 March 2008 and which meets the underground requirements in accordance with § 22 for inert waste landfills, may, by 1 September 2008 at the latest, be subject to an indication in accordance with section 37 (4) Z 1 AWG 2002, that from 1 July 2009 it intends to continue to operate this compartment as an inert waste compartment and, if necessary, on which types of waste it does not. The display shall be accompanied by a dossier for the detection of the underground requirements; in the case of an artificial barrier, a two-layer mineral sealing layer with a total thickness of at least 40 cm shall in any case be detected. The approval of higher limit values in accordance with § 8 is not permitted for these compartments. § § 27, 28 and 30 (6) are not applicable.

(3) The holder of a mass-waste compartment which already has a permit for the deposition of residues from thermal processes for this compartment may, by 1 September 2008 at the latest, be able to submit an indication in accordance with section 37 (1) (b) of the German Collective Agreement. 4 Z 1 AWG 2002, that he/she shall be reimbursed from the date indicated on the ad, but at the earliest from 1 July 2009 and at the latest from 1 July 2009. January 2013, this compartment will continue to be used as a residual material compartment and on which types of waste it may not be. § 47 and the regulations pursuant to Section 76 (7) AWG 2002 remain unaffected.

Transitional provision for the deposition of waste of more than 5% TOC

§ 46. (1) By way of derogation from § § 5, 6 and 7 Z 7, waste with a share of more than five percent by mass of organic carbon shall be permitted in landfills for which a Regulation of the Regional Governor applies in accordance with Article 76 (7) AWG 2002 until 31 December. 2008. In this case, no analytical examination is required for the fundamental characterization of municipal waste; the second sentence of § § 11 (2), 16 (3) and 17 (2) are to be applied in a reasonable way.

(2) By way of derogation from § § 5, 6 and 7 Z 7, waste with a proportion of more than five percent by mass of organic carbon, which can be proven in the course of securing or refurbishing an end-of-life load in accordance with the Altlastensanierungsgesetz, BGBl. No. 299/1989, as amended by the Federal Law of the Federal Republic of Germany (BGBl). I n ° 24/2007, will be dumped in a mass waste disposal site at the latest until 31 December 2008, if:

1.

this waste is deposited in a compartment where biodegradable waste (in particular municipal waste) has already been deposited; and

2.

the landfill holder irrevocably informs the landfill holder, prior to the disposal of the waste, that this compartment is to be shut down immediately after 31 December 2008.

No analytical examination is necessary for the fundamental characterisation of this waste; § § 11 (2), second sentence, 16 para. 3 and 17 para. 2 are to be applied in a reasonable way.

Transitional provisions on the Landfill Regulation in 1996 and on pilot projects

§ 47. (1) holders of compartments located on 1 March 2008 in the preparatory or deposition phase, and the head of the entrance control shall be required to meet the requirements

1.

of this Regulation, with the exception of Sections 10, 21, 23, 33 (1), 34 (1), 40 and 41 (1), (5) and (7) of this Regulation, as from 1 July 2009,

2.

§ 10 as of 1 March 2008,

3.

§ 40 by 1 September 2008,

4.

Section 41 (1), (5) and (7) as from 1. Jänner 2009 and

5.

§ § 33 (1) and (34) (1) as from 1. Jänner 2012

. The relevant provisions of the Landfill Regulation in 1996 shall apply until the respective dates mentioned in the Z 1 to 5. Where, in existing authorisations, more stringent provisions than those laid down in this Regulation are contained, they shall remain in force, except in the case of the definition of the parameters and the limit values of the landfill (under) class. Deviations from the state of the art, which according to WRG 1959 or Waste Management Act (AWG), BGBl. No 325/1990, as amended, or Article 43 (5) of the AWG 2002, shall no longer apply where such derogations are contrary to this Regulation; this does not apply to derogations concerning structures already established, and technical equipment and for the relevant demonstration activities.

(2) By way of derogation from paragraph 1, the following shall apply:

1.

The continued operation of a compartment with a vertical enclosure, which is in the storage phase on 1 March 2008 and does not meet the requirements of § § 21 to 24 and 26 to 28, shall be subject to the following conditions from 1 July 2009. The landfill holder shall be required to submit a notification pursuant to Section 37 (4) (1) of the AWG 2002 for the continued operation no later than 1 March 2009, and shall be required to provide relevant documentation for the assessment of the risks to the environment. Continued operation shall be permitted only if the risk of the landfill is not hazardous to soil, groundwater or surface water due to the assessment of the risks, and shall be subject to a modest decision by the Authority. In the case of an extension of the application period pursuant to Section 48 (1) AWG 2002, the assessment of the state of the art (cf. § 43 (2) (2) AWG 2002) to include the risk assessment. An increase in height or area within the vertical enclosure shall be permitted if, even after enlargement, the landfill does not constitute a hazard to soil, groundwater or surface water; the Authority shall, on the basis of the of the present risk assessment and, where necessary for the assessment, of the relevant documents provided by the landfill holder, in addition to the documents, in the amending procedure, as a result of the assessment. Furthermore, the treatment of additional types of waste may be approved in a modest way, if this does not constitute a significant change.

2.

Unless Z 1 is to be applied, for compartments which are in the preparation or deposition phase on 1 March 2008 and do not meet the requirements of the landfill site in accordance with section 21, an extension of the application period shall be provided for: in accordance with Section 48 (1) of the AWG 2002 within the framework of the total capacity approved on 1 March 2008. Furthermore, the treatment of additional types of waste may be approved in a modest way, if this does not constitute a significant change.

3.

Unless Z 1 is to be applied, a further operation of a compartment which has already been expanded on 1 March 2008 or is extended until 1 July 2009 and does not meet the sub-basic requirements in accordance with § 22, shall be as effective as of 1 July 2009 as Inert waste, construction residual material, residual material or mass waste compartment permissible under the following conditions: The landfill holder has to report an ad pursuant to Section 37 (4) (1) of the AWG 2002 for the continued operation no later than 1 March 2009; and Appropriate documentation for the assessment of risks to the environment should be attached. Continued operation shall be permitted only if the risk of the landfill is not hazardous to soil, groundwater or surface water due to the assessment of the risks, and shall be subject to a modest decision by the Authority. In the case of an extension of the application period pursuant to Section 48 (1) AWG 2002, the assessment of the state of the art (cf. § 43 (2) (2) AWG 2002) to include the risk assessment. An increase in height shall be permitted if, even after enlargement, the landfill does not pose a threat to soil, groundwater or surface water; the Authority shall have this in the light of the present risk assessment and, where appropriate, the assessment of the assessment , in addition to the documents required by the landfill holder, in addition to the documents provided for in the amending procedure, which must be supplemented by the holder. Furthermore, the treatment of additional types of waste may be approved in a modest way, if this does not constitute a significant change.

4.

Unless Z 1 is to be applied, construction residual mass compartments, which are in the preparation or deposition phase on 1 March 2008, may be subject to the following conditions:

a)

No mineral landfill gas seal with a total thickness of at least 40 cm and no basic drainage system in the area of the landfill gas seal, or

b)

No alternative landfill gas seal or special construction for slope gradients 1: 2 and no basic drainage system in the area of the landfill gas seal according to § 18 (4) or (5) of the Landfill Ordinance in 1996

, as from 1 July 2009, to continue to operate only as a floor-to-ground product; the after-care measures and the seizures shall be determined by the Authority in accordance with the waste, which is mostly deposited, and the capacity still available.

5.

Compartments which are in the storage phase on 1 March 2008 and in which waste has been deposited with high biodegradable fractions which require degassing, in particular municipal waste, shall be either at the latest By 1 March 2009 at the latest, the Authority shall submit a concept on measures to intensify the biological degradation processes, taking into account the continued operation of the Authority. Annex 3 Chapter 6.1. is to be applied. The Authority shall, on the basis of the available gas-forming potential, the level and nature of the existing and planned surplus of the waste with high biodegradable fractions and the technically feasible and state-of-the-art Measures to decide whether and for what measures it requires the landfill holder to submit an appropriate project for the whole compartment or part of the compartment within a reasonable period of time, including the period of the measures taken , taking into account the continued operation. The project is to be notified in accordance with Section 37 (4) (1) of the AWG 2002 and the relevant measures are to be carried out in accordance with the project, taking into account, where appropriate, an order pursuant to § 51 (1) AWG 2002.

6.

Is a demetallization according to Annex 5 Chapter 2 or 3 for the deposition of solidified or stabilised slag and ash from (With) incineration plants according to the Waste Incineration Ordinance, BGBl. II No 389/2002, in the BGBl version. II No 296/2007, it shall have effect from 1 January 2007 at the latest. Jänner 2011.

7.

Sewage sludges which are subjected to an anaerobic process in a plant approved before 1 March 2008 may be treated as waste from the mechanical-biological treatment in a plant approved for this purpose until 31 December 2012. Mass waste disposal site, subject to compliance with the relevant limit values of the Annex 1 storage.

8.

For a mass waste compartment, which has the approval of the deposition of residues from thermal processes, for highly alkaline residues from thermal processes, which are solidified or stabilized, in the period from 1 June From 2008 to June 30, 2009, § § 8 and 9, Section 4 and Annex 1 Tables 7, 8 and 10. Gradations, which are not older than two months on 1 March 2008, may be used for the deposition of solidified or stabilised strongly alkaline residues from thermal processes until 31 December 2009, if compliance with the limit values laid down in this Regulation are established.

(3) proprietors of compartments who are in the decommissioning phase on 1 March 2008 shall, from 1 July 2009, comply with the requirements of this Regulation with regard to:

1.

the surface covering in accordance with § 29 for those areas which are not definitively covered on 1 July 2009,

2.

the special provisions laid down in Article 29 (2) for compartments in which waste has been deposited with high biodegradable fractions,

3.

the water budget in accordance with § 30,

4.

the treatment of landfill gas in accordance with § 31,

5.

Measurement and monitoring procedures and emission and immission control in accordance with § § 37 and 38,

6.

the control of the landfill body, including the technical equipment referred to in § 39, and

7.

the registration according to § 40

shall be appropriate. If necessary, supplementary decommissioning measures pursuant to Section 37 (4) (7) of the AWG 2002 shall be up to 1. Jänner 2009. The first and second sentences do not apply to compartments or landfills, which according to § 31d paragraph 3 WRG 1959 in the version of the Water Law Novel landfill, BGBl. I No 59/1997, or where the disposal of waste was discontinued prior to 1 July 1997.

(4) Orders and names of names of ladders of the entrance control and their deputites with the authority in accordance with the Landfill Ordinance 1996 shall be deemed to be orders and name-making arrangements in accordance with § 35.

(5) Overall assessments for excavation material in which the investigations were carried out prior to the commencement of excavation or disposal activities in accordance with the provisions of the Landfill Ordinance in 1996 shall be considered as a fundamental characterization until 1 July 2012. In this case studies can be carried out according to the 1. In January 2003, the Commission had decided to use the following measures. If the examinations are older than two years, the authorized person or specialist institution shall check whether any relevant changes have been made for the assessment of the admissibility of the deposit and, if necessary, the assessment of such changes. complement.

(6) A fundamental characterization or assessment of conformity in accordance with Section 4 of this Regulation shall be valid until 1 July 2009 as an overall assessment within the meaning of § § 6 and 7 of the Landfill Regulation 1996. Waste owners and authorized specialists or specialist institutions have to comply with § § 11 to 16 by 1 July 2009 at the latest for landfill sites which are in the preparatory or storage phase on 1 March 2008.

(7) Holder of other installations within the landfill area according to § 34 have the requirements of § § 40 para. 2 third sentence and 41 para. 1, 5 and 7 from the 1. Jänner 2009.

(8) The Board of Supervisors shall review the adaptation measures to this Regulation and shall notify the Authority without delay in the event of a lack of adaptation measures. The requirements of Section 42 (1), (2) and (9) shall be as from 1. January 2009, the requirements of § 42 (3) to (8) shall be fulfilled as from 1 July 2009; up to this date, the respective provisions of Section 32 of the Landfill Regulation (Deponieverordnung 1996) shall apply. Modest provisions relating to the regular investigation of deposited waste by the landfill inspection body will expire on 30 June 2009.

(9) By 1 March 2010 at the latest, the Authority shall, in accordance with Article 48 (2b) of the AWG 2002, have the existing seizures in respect of the compartments which are in the preparation or deposition phase on 1 March 2008 in the light of the provisions of this Regulation or pursuant to this Regulation, in accordance with the conditions and obligations laid down in the communication; Annex 8 Point 2 should be reviewed and, if necessary, adjusted. For the calculation, the open volume is 1. Jänner 2008. The landfill holder has an increase in the security of the landfill to 1. Jänner 2011.

(10) In a pilot project of the Federal Minister for Agriculture, Forestry, the Environment and Water Management for the electronic transmission of assessment evidence or waste information, for the transmission of data from the landfill supervising body to the the authority responsible for supervision in accordance with § 42 and for the transmission of results of the measurement and monitoring procedures in accordance with section 37 (2) shall be permitted deviations from the requirements of this Regulation, which are normalised in this respect.

Implementation of European Community legislation

§ 48. The following acts of the European Community shall be implemented by this Regulation:

1.

Directive 1999 /31/EC on the landfill of waste, OJ L 175, 5.7.1999 No. OJ L 182 of 16.07.1999 p. 1;

2.

Decision 2003 /33/EC laying down criteria and procedures for the acceptance of waste at landfills pursuant to Article 16 of and Annex II to Directive 1999 /31/EC of 19.12.2002, OJ L 327, 22.12.2003, p. No. OJ L 11, 16.01.2003 p. 27;

3.

Directive 2006 /12/EC on waste, OJ L 114, 27.4.2006 No. OJ L 114 of 27.04.2006 p. 9.

entry into force

§ 49. This Regulation shall enter into force on 1 March 2008. At the same time, the regulation of the Federal Minister for the Environment on the deposition of waste (Deponieverordnung), BGBl. No 164/1996, as amended by the BGBl Regulation. II No 49/2004, except for force.

Pröll