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15 Management of Mineral Waste in the Netherlands

Rechtliche Rahmenbedingungen

Management of Mineral Waste in the Netherlands

Geert Cuperus and Peter Broere

1. Good conditions for recycling ...15

2. Legal framework for mineral waste – general ...16

3. Legal framework, focus on Construction & Demolition Waste (C&DW) ...22

4. Non-legal measures...23

5. A Green Deal for Incinerator Bottom Ash (IBA) ...25

6. A new approach: Circular Economy...25

FIR, Fédération Internationale du Recyclage, represents the European recycling industry of Construction & Demolition Waste (C&DW) and Incinerator Bottom Ash (IBA). Recycling in Europe takes place at various speed, differing per Member State. Front running Member States such as Germany, Belgium, The Netherlands and Austria provide for good examples and best practices that can be used in those Member States where recycling is still in development. Of the well performing Member States, The Netherlands stands out with highest recycling rates of C&DW and IBA. BRBS Recycling is the Dutch member of FIR. This paper summarizes the development of recycling in The Netherlands and identifies measures, tools and legislation that were key to the success.

1. Good conditions for recycling

As experience has shown over and over again, recycling is a choice. It can only be made a success when authorities are determined to that and are willing to develop recycling.

In The Netherlands this choice was not so very difficult to make. Natural conditions are such that proper waste management and good recycling stand a fair chance. In the first place The Netherlands is short on most of the resources it needs. Course raw materials are not abundant and for most part have to be imported. Secondly The Netherlands is a densely populated country, with high density of (recycling) companies, activities and short transport distances. This leaves little space for landfilling. It also means that there is relatively little opportunity for illegal tipping. In the third place the groundwater level in The Netherlands is rather high. Any soil contamination will very quickly spread.

Protection of the soil is an important issue.

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Geert Cuperus, Peter Broere

16

Rechtliche Rahmenbedingungen

Waste hierarchy, boosted by soil pollution

Already in 1979 the Dutch House of Representatives adopted a waste hierarchy. Real urgency to make use of it came in the eighties when serious cases of soil pollution were encountered. As much attention was paid to manage soil pollution, legislation concerning waste management also received more focus. All matters concerning waste management, including the waste hierarchy, were taken on board as chapter 10 of the overall Environment Protection Act. A main instrument of this act is the national waste management plan. The first plan arrived in 2002 and it has become the central document that gives direction to the management of all types of waste.

Some figures

Table 1: Waste statistics in The Netherlands show that recycling rates are high Total waste production Appr. 60 Mton/a Overall rate of recycling/recovery > 80 % C&DW production 25 Mton/a Recycling rate of C&DW 96 % Inert C&DW production 20 Mton/a Recycling rate of inert C&DW 99 % Production of IBA 1,5 – 1,7 Mton/a Recycling rate of inert IBA > 60 %

The main use of recycled aggregates is in road construction in the base layer.

Recycled concrete aggregates are also used in concrete, although this is still limited.

IBA aggregates are mainly used in filling applications and raises such as highway junctions. The use of IBA aggregates in concrete products is however also established.

Environment Protection Act

Chapter 10 of the Environment Chapter Act regulates waste management in The Netherlands. A main article is about precautionary: any handling or treatment of waste of which environmental impact could have been foreseen is prohibited. Chapter 10 prohibits the disposal on land outside landfills and defines the waste hierarchy. It regu- lates the collection of household waste by municipalities and in general the collection and transport of all waste. Discarding of waste is prohibited, only to certain individuals who are licensed to receive waste. Importantly, chapter 10 regulates the registration and monitoring of waste. Another main issue is the regulation concerning the mixing of waste. Chapter 10 also opens the possibility for the use of wastes in or on soil when the criteria of the Soil Quality Decree are met.

2. Legal framework for mineral waste – general

Several pieces of legislation apply to mineral waste and together assure that good quality recycling is achieved. For C&DW the route starting from demolition to use of recycled aggregates can be followed. For IBA the framework is less divers.

Main legislation that applies to all waste includes the following:

• Decree on landfills and landfill bans. As much as 45 waste types are banned from landfilling, including IBA, mineral C&DW and mixed C&DW.

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17 Management of Mineral Waste in the Netherlands

Rechtliche Rahmenbedingungen

• Decree on registration of commercial waste and hazardous waste. This decree re- gulates the registration of all incoming waste at waste management sites and noti- fication to a national office.

• The national waste management plan prescribes a so-called minimum standard per type of waste. A minimum standard is the minimum level of treatment that must be applied. Main minimum standards related to C&DW and IBA are summarised in Table 2.

Table 2: Minimum standard for treatment of C&DW and IBA

Waste Minimum standard

Stony material from C&DW Recycling

Sievesand • PAH < 50 mg/kg: recycling

• PAH > 50 mg/kg: treatment to remove PAH, followed by recycling of minerals Cellcrete Landfilling

Gypsum Recycling

Landfilling if gypsum is too contaminated or if recycling costs > EUR 175/ton Excavated soil • Recycling

• Landfill if a certificate of non-treatable is obtained

Asbestos containing soil: removal of asbestos to < 100 mg/kg followed by recycling

• PCB containing soil: thermal treatment followed by recycling

• Mercury containing soil: removal of Hg to < 50 mg/kg followed by recycling Incinerator Bottom Ash Recycling

European transborder shipment regulation sometimes poses a problem as it allows the export of wastes to countries with a lower (but legalized) standard. This is not beneficial to companies who have established high level recycling with a higher cost level.

Soil Quality Decree A main piece of legislation for mineral waste recycling is the Soil Quality Decree. This decree regulates the use of materials on or in the ground. Building products are defined as materials with a total concentration of silicium, calcium and aluminium > 10 % w/w.

The obligations of the decree apply both to primary and secondary materials (waste and non-waste). Basically the decree prescribes the environmental testing by means of a leaching test. Testing frequency is determined by the distance to limit values and variation of test results. There is no difference between limit values for primary and secondary materials. In combination with the statistical evaluation system, this is a good basis for stimulation of re-use and recycling because it gives full confidence in the products if these fulfil the requirements to both the user and the producer. This has always been a main goal of the decree.

Proof of evidence that limit values are fulfilled can be done in three ways:

• Batch testing

This is actually a fall-back option if the other options are not suitable. Testing is performed on an individual batch, following the prescribed ways of sampling and testing by approved personnel.

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Geert Cuperus, Peter Broere

18

Rechtliche Rahmenbedingungen

• Declaration of quality (certificate)

This is the usual option in the case of continuous production of building material.

A declaration of quality is issued by a third party based on certification of the pro- duct. A third party performs audits and testing on the basis of a recognized national quality assurance protocol and issues so-called NL-BSB certificates.

• Producer declaration

In case when a full quality assurance approach is considered to be a relatively high burden, an own producer declaration is also allowed. This can be the case when products show very low levels of contamination and are not suspect to lead to increased leaching behaviour.

Testing of a product is done using NEN 7373 (for granular products) and NEN7375 (for monolithics). These test were an example for the newly developed harmonized European standard for leaching (FprCEN/TS16637-2 (columntest)/FprCEN/TS 16637-3 (diffusiontest). The Soil Quality decree knows three types of application: as monolithic, as granular or as isolated use (IBC). Application as monolith and granular involves free use. Isolated use means that several measures must be taken to prevent leaching and that use is limited. The limit values for these applications are presented in Table 3, where article means monolithic and non-article is granular. Other qualities cannot be used and these materials must either be improved or sanitized before use. Sometimes they can (under certain restrictions) be used in immobilized product or have to be landfilled.

Parameter Symbol Article Non article IBC E64d in mg/m2 mg/kg d.s. mg/kg d.s.

antimoon Sb 8,7 0,32 0,7

arseen As 260 0,9 2

barium Ba 1.500 22 100

cadmium Cd 3,8 0,04 0,06

chroom Cr 120 0,63 7

kobalt Co 60 0,54 2,4 koper Cu 98 0,9 10 kwik Hg 1,4 0,02 0,08 lood Pb 400 2,3 8,3

molybdeen Mo 144 1 15

nikkel Ni 81 0,44 2,1

seleen Se 4,8 0,15 3

tin Sn 50 0,4 2,3

vanadium V 320 1,8 20

zink Zn 800 4,5 14

bromide Br 670 20 34

chloride Cl 110.000 616 8.800 fluride F 2.500 55 1.500 sulfaat SO4 165.000 2.430 20.000

Table 3:

Leaching limit values

Source: Annex A. of the Soil Quality Regulation

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Rough scheme dry hydration CaO Dosing balance

H2O

Dry hydrator CaO

CaO Silo

Ca(OH)2 Ca(OH)2

Silo towards lime dosing TIC

Several plants in Germany have been provided with this technology.

Figure 8 shows a plant, realised with a dry hydrator for a Ca(OH)2 production capacity of approximately 3 t/h.

Figure 8: RDF incineration plant EEW Premnitz / Germany As alternative there is the possibility to install the dry hydrator close to the additive

2 can now be injected directly into the reactor without temporary storage in a silo.

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21 Management of Mineral Waste in the Netherlands

Rechtliche Rahmenbedingungen

The frequency of testing is determined by the k-value (calculated on the last five or ten testresults):

log(maximum value) – y = K (1)

Sy

Where (maximum value) is the limit value, y is the log-transformed mean of all test results and Sy is the standard deviation of y. The frequency of testing that follows is roughly between twice per year up to once in five years. For production processes, this means that in a certain way the product quality is predicted in a statistical manner.

A main benefit of this approach is that output material of a production process needs not to be tested per every batch. Full production can continuously be delivered as long as a certificate is held. Another benefit is that a not every single non-conforming result has to lead to a delivery stop.

The following pictures illustrate that the limit values are mostly met by recycled aggre- gates. The test results for cadmium and copper of respectively more than 500 samples and 1,500 samples of recycled aggregates are depicted (per test result in mg/kg). The results show that cadmium is never a problem and test frequencies will be low. Copper on the other hand shows test results often approaching or sometimes even exceeding the limit value (upper red line).

100 200 300

0,010 0,005

0 0 0,015 0,020 0,025 0,003 0,035 0,040 0,045

Cd

400 500

Leaching mg/kg

average

standard devitation Limit value NL n

n <

maximum value 90 % confidence interval 95 % confidence interval 99 % confidence interval

0,004 0,002 0,04 467 427 0,01 0,01 0,01 0,02

Measurement results

number under laboratory reporting value highest value available

av. + 1,28 s (In transformed) av. + 1,64 s (In transformed) av. + 2,33 s (In transformed)

90 % confidence interval 99 % confidence interval

limit value

Figure 1: Test results leaching tests for cadmium

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Geert Cuperus, Peter Broere

22

Rechtliche Rahmenbedingungen

Figure 2: Test results leaching tests for copper

Special rules for IBC

IBA aggregate is currently mostly used as IBC material. This means that precautionary measures must be taken, including the following:

• IBC material must be applied at least 0.5 m above groundwater level,

• A liner must be applied to prevent leaching,

• A groundwater monitoring system must be installed (1 upstream, 2 downstream) and periodic sampling must take place during full service life.

As some incidents have taken place with the construction of roads build with IBA, the design of a new construction must now be proven by experts before work is carried out.

Since there is a green deal on IBA (see below) and the government has the intention to rule out the IBC category there is more focus on higher quality recycling on IBA.

3. Legal framework, focus on Construction & Demolition Waste (C&DW)

As the recycling chain of C&DW is composed of several steps, there are also several pieces of legislation that apply to this type of mineral waste. Above the Soil Quality

500 1.000 1.500

0,4 0,2 0 0 0,6 0,8 1,0 1,2 1,4 1,6 1,8

Cu Leaching

mg/kg

average

standard devitation Limit value NL n

n <

maximum value 90 % confidence interval 95 % confidence interval 99 % confidence interval

0,21 0,20 0,90 1.693 84 6,70 0,40 0,40 0,60

Measurement results

number under laboratory reporting value highest value available

av. + 1,28 s (In transformed) av. + 1,64 s (In transformed) av. + 2,33 s (In transformed)

90 % confidence interval 99 % confidence interval

limit value 2,0

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23 Management of Mineral Waste in the Netherlands

Rechtliche Rahmenbedingungen

Decree is presented, this addresses the final product of recycling (recycled aggregates).

The recycling chain starts at demolition. Here two important decrees apply:

• Asbestos removal decree. This decree regulates the safe removal of asbestos prior to demolition. It contains a detailed set of regulations from inspection, sanitation, and removal, to education and certification.

• Building decree. This decree covers several issues of the building of constructions.

It also addresses the demolition of buildings. It requires that the following materials are removed, stored and disposed of separately:

* Hazardous waste,

* Tar containing asphalt,

* Bituminous roofing material,

* Non-tar containing asphalt,

* Flat glass,

* Gypsum,

* Roofing gravel,

* Armature,

* Gas discharge lamps.

4. Non-legal measures

The success of recycling in The Netherlands is not only due to legislation. In parallel tools were developed by private actors that have substantially contributed to the trust in recycled mineral materials. A main contribution comes from quality assurance schemes. Besides that the application of recycled mineral materials is included in technical specifications for road construction.

For recycled aggregates BRL2506 is used (BRL is a quality assurance protocol). BRL2506 prescribes the methods of waste acceptance, production control, product sampling and testing and external auditing. BRL2506 refers both to technical criteria (relying on CEN standard for aggregates) and environmental criteria. With respect to environmental criteria BRL2506 fully refers to the Soil Quality Decree. Importantly BRL2506 puts emphasis on proper waste acceptance demanding an acceptance protocol and strict visual control. Specifically BRL2506 includes the use of an asbestos-care module which gives rules for the inspection of incoming waste concerning asbestos. BRL2506 also prescribes product control related to the presence of asbestos.

For IBA BRL 2373 covers the use in road construction. It has a similar set up as BRL2506, also demanding the testing of technical parameters and environmental parameters.

Also for IBA aggregates there is a BRL 2507 for use in concrete.

The use of recycled aggregates and IBA in road construction is widely accepted in The Netherlands. Recycled aggregates are used in subbase layers replacing primary sand and gravel. Due to its high technical quality recycled aggregates are preferred by road

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Geert Cuperus, Peter Broere

24

Rechtliche Rahmenbedingungen

owners, such as the Ministry of Transport. Recycled aggregates as produced in the Netherlands improve the properties of the road base, so that the asphalt thickness can be reduced significantly when compared with road bases of sand or primary rock material.

The Netherlands use a simple road construction (Figure 3). On a raise or fill, mostly consisting of local sources like sand or local soil, a base layer is constructed. This base layer is the basis for top layers such as asphalt or concrete roads. Other countries distinguish different kinds of layers.

O O

A A

F D

D D V

A = fill O = raise F = base layer V = top layer D = covering layer

not on scale Figure 3:

Basic road construction in The Netherlands

Technical specifications for the use of recycled aggregates (mainly in base layer) and IBA aggregates (mainly as fill) are described in the RAW Standard Requirements for Works of Civil Engineering Construction. This standard describes the technical re-quirements for materials to be used in civil engineering constructions and the rules for application and design and contracting. For IBA aggregates specific requirements are included. These refer for instance to the careful application of the aggregates, spraying for dust-reduction and registration of used material.

End of waste for recycled aggregates

In 2015 a decree regulating the end-of-waste status of recycled aggregates was issued (Figure 4). A main reason to develop a decree was the uncertainty between practitioners and enforcing officers about the legal status of recycled aggregates. With the decree there is now absolute clarity when recycled aggregates are waste or not.

Figure 4:

Decree regulating the end-of- waste status of recycled aggre- gates

In fact, the end-of-waste decree is merely a codification of existing legislation, combined with measures and requirements from proven practices laid down in BRL2506. Basically, when aggregates are produced in accordance with an existing EN standard (such as EN13242) and comply with the requirements of the Soil Quality Decree concerning

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25 Management of Mineral Waste in the Netherlands

Rechtliche Rahmenbedingungen

free application, the end-of-waste status is achieved. Additionally, certain requirements concerning waste acceptance and quality assurance must be fulfilled. The decree is fairly concise and can actually serve as a basis for any regulation on end-of-waste.

The main articles regulate:

• Requirements related to the acceptance of waste. Only stony, non-hazardous mate- rial may be accepted. A waste acceptance protocol must be in place and registration must be done. There is special attention for the rejection of asbestos.

• Requirements related to production. A factory production control plan must be in place including a sampling plan, a testing plan and documentation.

• Requirements concerning product quality. The requirements for free application (granular) of the Soil Quality Decree must be met. PAH value of aggregates for asphalt recycling may not exceed 75 mg/kg. Furthermore the overall content of contaminating materials is limited to 10 cm3/kg for contaminants with a density up to 1,000 kg/m3 and 1 % for contaminants with a density over 1,000 kg/m3.

• Requirements related to quality assurance. All aspects of the decree must be covered in a quality assurance scheme.

5. A Green Deal for Incinerator Bottom Ash (IBA)

The positive contribution of IBA to resource supply and reduction of the impacts of extraction of primary materials is widely acknowledged. Full benefit can be gained when IBA aggregates could be used freely as granular or as monolithic according to the Soil Quality Decree instead as being used under IBC regime. In order to achieve better use of IBA aggregates, a Green Deal has been agreed between industry and government. The main aim of the Green Deal is to have all IBA aggregates being used outside the IBC regime by 2020.

In order to realise this aim, the recycling industry must improve the quality of IBA aggregates by developing new technologies. In addition, the recovery of non-ferros from the > 6 mm fraction must increase to at least 75 percent. The residue from recycling, measured as dry weight, going to landfill shall not exceed 15 percent.

Whereas the main problems are due to leaching of antimony and sulphate, the govern- ment will reconsider the limit values that apply to these substances. A potential problem is the second use of IBA-containing concrete in a new life phase, because many concrete products do not allow the use of IBA.

6. A new approach: Circular Economy

The approach of a Circular Economy has been fully adopted in The Netherlands.

A national program for the Circular Economy has been adopted by the House of Re- presentatives and therefore provides for the future framework of resource management.

The circular approach demands that products and materials are recovered after use

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Geert Cuperus, Peter Broere

26

Rechtliche Rahmenbedingungen

and either reused (preferred), repaired or recycled. The approach is put into practice in so-called chain projects. In a chain project the obstacles and opportunities for closing the loop are identified and a common goal is set. Stakeholders align their initiatives with this goal. By doing so, they seek cooperation in the chain and with government.

A chain project for roofing materials started in 2016. A next chain project for wood waste is foreseen to start soon.

A general cooperation between recycling industry and government has been established through the covenant More and Better Recycling. In this covenant several aspects are targeted that must improve the position of recycling. One specific project aims to better align the fate of mixed waste (such as mixed C&DW, Commercial & Industrial waste) with the basic principles of the Circular Economy. Other projects for instance target the better use and interpretation of legislation, benefiting recycling options.

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4

Vorwort

Bibliografische Information der Deutschen Nationalbibliothek Die Deutsche Nationalbibliothek verzeichnet diese Publikation in der Deutschen Nationalbibliografie; detaillierte bibliografische Daten sind im Internet über http://dnb.dnb.de abrufbar

Karl J. Thomé-Kozmiensky, Stephanie Thiel, Elisabeth Thomé-Kozmiensky, Bernd Friedrich, Thomas Pretz, Peter Quicker, Dieter Georg Senk, Hermann Wotruba (Hrsg.):

Mineralische Nebenprodukte und Abfälle 4 – Aschen, Schlacken, Stäube und Baurestmassen – ISBN 978-3-944310-35-0 TK Verlag Karl Thomé-Kozmiensky

Copyright: Elisabeth Thomé-Kozmiensky, M.Sc., Dr.-Ing. Stephanie Thiel Alle Rechte vorbehalten

Verlag: TK Verlag Karl Thomé-Kozmiensky • Neuruppin 2017

Redaktion und Lektorat: Dr.-Ing. Stephanie Thiel, Elisabeth Thomé-Kozmiensky, M.Sc.

Erfassung und Layout: Sandra Peters, Janin Burbott-Seidel, Claudia Naumann-Deppe, Anne Kuhlo, Gabi Spiegel, Cordula Müller, Ginette Teske

Druck: Universal Medien GmbH, München

Dieses Werk ist urheberrechtlich geschützt. Die dadurch begründeten Rechte, insbesondere die der Übersetzung, des Nachdrucks, des Vortrags, der Entnahme von Abbildungen und Tabellen, der Funksendung, der Mikroverfilmung oder der Vervielfältigung auf anderen Wegen und der Speicherung in Datenverarbeitungsanlagen, bleiben, auch bei nur auszugsweiser Verwertung, vorbehalten. Eine Vervielfältigung dieses Werkes oder von Teilen dieses Werkes ist auch im Einzelfall nur in den Grenzen der gesetzlichen Bestimmungen des Urheberrechtsgesetzes der Bundesrepublik Deutschland vom 9. September 1965 in der jeweils geltenden Fassung zulässig.

Sie ist grundsätzlich vergütungspflichtig. Zuwiderhandlungen unterliegen den Strafbestimmun- gen des Urheberrechtsgesetzes.

Die Wiedergabe von Gebrauchsnamen, Handelsnamen, Warenbezeichnungen usw. in diesem Werk berechtigt auch ohne besondere Kennzeichnung nicht zu der Annahme, dass solche Namen im Sinne der Warenzeichen- und Markenschutz-Gesetzgebung als frei zu betrachten wären und daher von jedermann benutzt werden dürfen.

Sollte in diesem Werk direkt oder indirekt auf Gesetze, Vorschriften oder Richtlinien, z.B. DIN, VDI, VDE, VGB Bezug genommen oder aus ihnen zitiert worden sein, so kann der Verlag keine Gewähr für Richtigkeit, Vollständigkeit oder Aktualität übernehmen. Es empfiehlt sich, gegebenenfalls für die eigenen Arbeiten die vollständigen Vorschriften oder Richtlinien in der jeweils gültigen Fassung hinzuzuziehen.

Abbildung

Table 2:  Minimum standard for treatment of C&amp;DW and IBA
Figure 8 shows a plant, realised with a dry hydrator for a Ca(OH) 2  production capacity  of approximately 3 t/h.
Figure 1:  Test results leaching tests for cadmium
Figure 2:  Test results leaching tests for copper

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