The main focus of this section is on current best practice of short to medium term tyre storage. The following definitions were developed for the purpose of reading this report:
This section outlines best practice with regard to establishing and operating a new storage facility, rather than best practice for existing tyre storage sites. Existing tyre storage sites could be assessed by constructing a site model and comparing the existing site model to best practice standards. Existing sites could be classed as high, moderate or low risk, with high risk sites requiring intensive ongoing monitoring and low risk sites requiring ongoing monitoring considered to be best practice for new tyre storage facilities.
Rules for the management of end-of-life tyres are obligatory in a number of countries. In the United States end-of-life tyres are managed primarily at state level, with about 48 states having laws or regulations specifically dealing with the management of end-of-life tyres. In the United Kingdom end-of-life tyres are managed primarily under the provisions of the Environmental Protection Act 1990. A detailed review of legislation or compliance monitoring was not included in this investigation.
In the United Kingdom and in most states of the United States, end-of-life tyres must be collected and hauled by approved companies and can only be deposited at approved facilities for disposal or reprocessing. At least in the United States, there is a manifest system that must be completed to allow state regulatory authorities to track the movement of end-of-life tyres. A detailed review of the collection and transport of tyres was not included in this investigation.
End-of-life tyres can be stored temporarily in outdoor tyre stockpiles. The majority of technical information obtained during this study that specifically addresses the design and operation of tyre stockpiles refers to guidelines published by IAFC, STMC and NFPA in the United States. There is a guideline produced by the United Kingdom Environmental Agency; however this has not been obtained.
The Basel Convention [Ibid.] recommends that tyres should only be stored in stockpiles temporarily, prior to reprocessing. While the Basel Convention does not give a time frame for storage, tyre facilities in the United States are only allowed to store the number of tyres that they can process within a month (30 days). [Personal communication2, Michael Playdon, Columbus McKinnon, February 2004.] However there is a continual flux of tyres through the facilities, so the guidelines from the United States should go some way to minimising environmental impacts of tyre storage.
Issues to consider during design and operation of an above ground tyre stockpile storage facility, based on literature reviewed during this study, include:
Table 8.1 compares the best practice for the design of tyre stockpile facilities given in guidelines published by IAFC, STMC and NFPA with that recommended by a practitioner with 20 years' experience in the tyre reprocessing industry.
Table 8.1: Comparison of best practice for the design of tyre stockpile facilities
View comparison of best practice for the design of tyre stockpile facilities (large table)
Figure 8.1: Two tyre stacking arrangements [National Fire Protection Association (2003)"Standard No 230: Standard for the Fire Protection of Storage".] A: Banded B: Laced
The guidelines summarised in Table 8.1 are the same as those recommended by Hamilton Fire Service [Berryman M. (2002)"Recommendations for the Storage of Used Vehicle Tyres". Hamilton Fire District Recommendations.] and are similar to those in the Basel Convention [Basel Convention Working Group (1999)"Basel Convention Technical Guidelines on the Identification and Management of Used Tyres". Basel Convention on the control of transboundary movements on hazardous wastes and their disposal. Document No. 10.] and those produced by the South Australian Environmental Protection Agency. [South Australian Environmental Protection Agency (July 2003)"EPA Guidelines: Waste Tyres".] However, the Basel Convention recommends that the maximum width of a tyre pile is 6m and the South Australian guidelines highlight the importance of not locating tyre storage sites near groundwater recharge points.
In addition to the IAFC, STMC and NFPA guidelines given in Table 8.1, the NFPA also recommends minimum separation distances between adjacent tyre piles based on the size of the exposed face and the tyre pile height. These are outlined in Table 8.2. These distances are also recommended between tyre piles and buildings; however soil bunds of one and a half the height of the tyre piles can be used.
Table 8.2: Minimum exposure separation distances [National Fire Protection Association (2003)"Standard No 230: Standard for the Fire Protection of Storage".]
| Exposed face dimension (m) |
Tyre storage pile height (m) |
||||||
|---|---|---|---|---|---|---|---|
| 2.4 |
3 |
3.7 |
4.3 |
4.9 |
5.5 |
6.1 |
|
| 7.6 |
17.1 |
18.9 |
20.4 |
22.3 |
23.5 |
25.0 |
25.9 |
| 15.2 |
22.9 |
25.6 |
28.3 |
30.5 |
32.6 |
34.4 |
36.0 |
| 30.5 |
30.5 |
35.4 |
39.0 |
41.8 |
44.5 |
47.2 |
50.0 |
| 45.7 |
30.5 |
35.4 |
39.0 |
41.8 |
44.5 |
47.2 |
50.0 |
| 61.0 |
30.5 |
35.4 |
39.0 |
41.8 |
44.5 |
47.2 |
50.0 |
| 76.2 |
30.5 |
35.4 |
39.0 |
41.8 |
44.5 |
47.2 |
50.0 |
Issues to consider during management and operation of an outdoor tyre stockpile storage facility, based on literature reviewed during this study, include:
Little information was found regarding the management and day-to-day operation of an outdoor tyre storage facility. However the following practices were noted by Mr Playdon: [Personal communication2, Michael Playdon, Columbus McKinnon, February 2004.]
End-of-life tyres can be disposed of within tyre monofills, which can be located above ground, below ground, or partly below ground. Tyre monofills are essentially landfills, or portions of a landfill, that receive only end-of-life tyres.
Little technical information that specifically addresses the design and operation of tyre monofills was sourced during this review. No technical information was available from Canadian, Australian or United Kingdom sources. This may be a reflection on the banning of landfilling of tyres in Canada and the United Kingdom.
Information was obtained from current waste management regulations contained in the California Code of Regulations (administered by the California Integrated Waste Management Board, CIWMB) and in the Ohio Administrative Rules (administered by the Ohio Branch of the Environmental Protection Agency, Ohio EPA). This information suggests tyre monofills are constructed and operated as sanitary landfills with a liner and leachate collection system.
The Basel Convention document does contain information about landfilling. However, the majority of this information appears to be sourced from "Annex F: Guidelines for Outdoor Storage of Scrap Tires" contained within the document NFPA 231D: Standard for Storage of Rubber Tires (1998). Annex F was developed to aid in the prevention and management of fire incidents that occur in whole, baled or processed end-of-life tyre stockpiles, rather than for tyre monofills. Accordingly, this information is outlined in Section 8.4 of this report.
The components of a tyre monofill, based on the Centre for Advanced Engineering (CAE) Landfill Guidelines, [Centre for Advanced Engineering (2000)"Landfill Guidelines".] include a liner system, daily cover and intermediate cover, final cap system, leachate collection system, stormwater collection system and a monitoring system.
Issues to consider during design and operation of a tyre monofill, based on literature reviewed during this study, include:
Table 8.3 compares the best practice for the design of tyre monofill facilities outlined in the Basel Convention as well as in regulations administered by CIWMB and Ohio EPA.
Table 8.3: Comparison of published best practice for monofill design
View comparison of published best practice for monofill design (large table)
Previous MWH work [MWH New Zealand Ltd (June 2003)"Development of a Regional Waste Recovery / Processing Sector". A report prepared for the Wellington City Council, Ministry for the Environment and Ministry of Economic Development.] reported monofills in the United States have been designed using 0.9 m recompacted liners and 1.5 m soil caps, however it noted that this design does not address the issue of fire. This work also reported tyres could be evenly distributed along the base of a landfill cell, however it noted shredded or quartered tyres would leave exposed 'band wire' which has the potential to damage liner systems. It also noted that the issue of differential settlement from waste compaction should be considered when placing whole tyres in one area.
Issues to consider during management and operation of a tyre monofill, based on literature reviewed during this study, include:
Table 8.4 provides an overview of best practice for the management of tyre monofill facilities outlined in regulations administered by CIWMB and Ohio EPA.
Table 8.4: Comparison of published best practice for management of monofill facilities
| Criteria |
CIWMB [California Integrated Waste Management Board (October 2003)"Waste Tire Monofill Proposed Regulatory Requirements".] |
Ohio EPA [Ohio Administrative Code,"Rule 3745-27-60: General Storage and Handling of Scrap Tires","Rule 3745-27-73: Final Closure of a Scrap Tire Monofill Facility" and"Rule 3745-27-74: Post-Closure Care of Scrap Tire Monofill Facilities".] |
|---|---|---|
| Operating criteria |
General landfill procedure |
N/R |
| Monitoring |
Temperature sensors within underlying cells if >1 cell thick Monthly collection of waste tyre samples and analysed for degradation/protruding wire Cover should contain less than 5% organic matter |
N/R |
| Records |
Monitoring results and tyre handling manifests |
Annual operating report |
| Closure and post closure maintenance |
General landfill procedure |
General landfill procedure |
New Zealand currently generates approximately 4 million end-of-life tyres each year, which equates to approximately 36,000 tonnes per annum. [MWH New Zealand Ltd (June 2003)"Development of a Regional Waste Recovery / Processing Sector". A report prepared for the Wellington City Council, Ministry for the Environment and Ministry of Economic Development.] These tyres are currently landfilled, used as silage cover weights in the agricultural industry, recycled, stockpiled or dumped. There is little information available on respective quantities.
Current reprocessing options used internationally and described in previous MWH work, [Ibid.] include:
It is important that the storage of tyres in New Zealand is compatible with current and potential reprocessing options. Table 8.5 outlines the suitability of tyres stored above ground in outdoor stockpiles and buried in tyre monofills for various reprocessing options. It should be noted that it would be more expensive to remove tyres from monofills than from stockpiles, making all reprocessing options more economically viable if tyres are stored in stockpiles.
Table 8.5: Comparison of the suitability of end-of-life tyres in monofills and stockpiles for various reprocessing options [Personal communication2. Michael Playdon, Columbus McKinnon, February 2004.] , [MWH New Zealand Ltd (June 2003)"Development of a Regional Waste Recovery / Processing Sector". A report prepared for the Wellington City Council, Ministry for the Environment and Ministry of Economic Development.] , [Personal communication3, Timothy Scott, Matta Products Ltd, February 2004.]
| Reprocessing option |
Tyre monofills |
Outdoor tyre stockpiles |
|---|---|---|
| Feedstock production |
||
| Tyre shredding |
Unsuitable due to dirt and surface contamination |
Suitable |
| Tyre crumbing plant |
Unsuitable due to dirt and surface contamination |
Suitable |
| Alternative applications |
||
| Rubberised asphalt concrete |
Probably unsuitable as cannot shred tyres |
Suitable |
| Civil engineering |
Suitable for some applications if can use tyres as placed in monofill (eg, whole, quartered, shredded) |
Suitable |
| Playground mats and flooring |
Probably unsuitable |
Suitable |
| Energy recovery |
||
| Cement kilns |
Suitable, however kilns require modification to accept whole tyres |
Suitable, kilns do not require modification to accept shredded tyres |
| Pyrolysis |
Suitable if can use tyres as placed in monofill (eg, whole, quartered, shredded) |
Suitable |
| Gasification |
Suitable if can use tyres as placed in monofill (eg, whole, quartered, shredded) |
Suitable |
| Polymerisation |
Suitable if can use tyres as placed in monofill (eg, whole, quartered, shredded) |
Suitable |
From Table 8.5 it appears there are more issues associated with reprocessing tyres from monofills (eg dirt contamination rendering tyres unsuitable for shredding). No tyre monofills have been identified as being 'mined' to date. However, it may be possible to reuse tyres from monofills if:
In the event that further reprocessing options are not implemented in New Zealand, end-of-life tyres must be disposed of in an environmentally acceptable manner.
Tyres from temporary outdoor tyre stockpiles will need to be removed and transported to a suitable disposal site, which is monitored for tyre leachate and is appropriately managed to minimise the risk of fire. The temporary tyre storage site may also require remedial work, such as the removal of the top layer of soil if it is contaminated.
Tyres stored in an appropriately closed tyre monofill should be able to remain in the monofill. However, such a site will still require ongoing post-closure maintenance, monitoring of tyre leachate and appropriate management of the risk of fire. Based on literature and MWH experience in solid waste management, issues that need to be considered include:
The overall costs associated with the final disposal of tyres from temporary outdoor tyre stockpile facilities are likely to be greater than those for final disposal of tyres in monofills.
The major environmental risks associated with tyre storage are the risk of tyre fires (which have severe potential environmental impacts) and the risk of tyre leachate contaminating groundwater, surface water and soil. Specific mitigation measures have been addressed previously in both the design and operation of storage facilities (Section 8.4 and Section 8.5), however this section will outline general mitigation measures based on literature reviewed and previous MWH experience in solid waste management.
Risks associated with tyre fires at tyre storage facilities can be mitigated in several ways, including:
The risk of tyre leachate contaminating groundwater and soil can be mitigated in several ways, including:
The major financial risks associated with tyre storage are related to the landowner, facility owner, costs of managing the facility, contamination, future value of end-of-life tyres and future final disposal costs if reprocessing options do not prove viable.
There are several financial assurance mechanisms, currently used internationally for landfills, [United States Environmental Protection Agency (1995)"Decision-Makers' Guide to Solid Waste Management, Volume II".] that could be used to minimise the major financial risks associated with tyre storage, including:
Insurances and bonds appear to be the most commonly used financial assurance mechanisms for tyre storage facilities in the United States.
Other ways to minimise financial risks, based on previous MWH experience in solid waste management, include: