Archive for the 'landfill restoration' Category



Top Landfill Development Contractors (UK)

Wednesday 29 October 2008 @ 6:52 am

The closest you can get to a list of the top contractors doing Construction Quality Control (CQC) work on landfill developments (basal development and capping/restoration) is probably the following list.

New Civil eEngineer Magazine, which is the weekly news magazine of the Chartered Institution of Civil Engineers, provides through eMapInform an annual contractor listing and ranking report across all civil engineering construction disciplines.

This years edition provides the following list for “waste” contractors. these are the top twenty waste contractors by turnover. These companies normally also work in building recycling facilities and composting plants.

1. Ascot Environmental
2. J N Bentley
3. Edmund Nuttall
4. Fitzpatrick Contractors
5. Balfour Beatty
6. Norwest Hoist Civil Engineering Division
7. North Midland Construction
8. J Breheny Contractors
9. Fox Owmby
10. Amalgamated Construction Company
11. Dean and Dyball
12. Raymond Brown Construction
13. Alun Griffiths Contractors
14. Forkers
15. UCS Civils
16. Wrenco Contractors
17. Highland Quality Construction
18. Interserve Project Services
19. Barhale Construction
20. Buckingham Croup Contracting

Although the top listed players above, are well known and respected within the waste industry they are not household names outside the waste industry, and the really large national contractors are under-represented with only Balfour Beatty present. This is a very specialist area of work and has the large value contracts have the past been dominated by landfill development and restoration works, with some work also in waste facility construction.

The split of the value of the work will soon reverse with increasing demand for waste treatment and processing facilities rising fast to eventually exceed landfill type projects. This will happen as the largest of the UK’s planned PFI integrated waste management contracts move into the construction phase and the start of their operational contract periods.

The UK government plans to pump a lot of money into this sector, to have the necessary effect on the redirection of waste away from landfills in a big way, over the next few years.

Whether the name Dean and Dyball will be around for very long, or even next year in this list, is unknown as they were taken over by Balfour Beatty in March 2008.
Archive information etc on the top contractors of past years is available at the Landfill Site Top Twenty Contractors.




Dense Asphaltic Concrete Can be an Alternative to HDPE Liners

Saturday 12 July 2008 @ 7:57 am

Dense Asphaltic Concrete can be an extremely versatile product, suitable for many types of applications.

The ancient civilizations of Egypt, Babylon and Assyria all used bituminous lining materials and mortars for waterproofing and building, some more than 5,000 years ago, and many examples of their work remains intact even today.

More recently with the advances in hydraulic technology, asphalt has been shown to be an effective material for sealing Dams, Reservoirs, Canals, Water Catchments, Sea Defences, Coastal Groins, River banks and importantly for us - Landfill Sites.

WALO is a main UK supplier.




Site Waste Management Plans Now Needed for Landfill Development and Restoration Projects

Saturday 17 May 2008 @ 3:42 am

Although the following topic is not directly a landfill CQA issue we thought that it would be of real interest to many of our readers.

Compulsory site waste management plans (SWMPs) for construction projects over £300,000 in value, have been a legal requirement in England since April 2008, and are therefore needed for landfill works contracts. The intention is that the plans will forecast all waste produced on site and how much will be recovered or disposed of.

The SWMP should help businesses manage construction waste as part of a project rather than an afterthought. By planning for construction waste much earlier than has been the practice it should be possible to do much better in managing construction waste. Early experience that has been reported has suggested that in building projects it has been possible to achieve substantial savings which exceed the costs of producing and updating the site waste management plan.

A landfill site lining development or surface restoration project is undeniably a construction project, and almost all will exceed the threshold cost. Therefore, each project will need a site waste management plan, which starts with the designer and becomes the responsibility of the principal contractors on commencement of the work on site.

The regulations set out a range of offences relating to the failure to produce or implement a plan, punishable by a fine of up to £50,000 on summary conviction, or an unlimited fine on conviction on indictment.

On these landfill projects there will be little if any construction waste produced at all, apart from possibly some spoilt or unsuitable material, and the usual site facilities wastes. As ever, these otherwise laudable regulations make little sense in some applications, and in landfill in our view, we have such an example.

So how does a landfill contractor set about writing his site waste management plan after being awarded the contract and receiving the client’s design stage plan, for a landfill project?

What should the SWMP contain?

According to NetRegs, the level of detail that your SWMP should contain depends on the estimated build cost, excluding VAT. Their summary suggests the following:-

For projects estimated at between £300,000 and £500,000 (excluding VAT) the SWMP should contain details of the:

  • types of waste removed from the site
  • identity of the person who removed the waste
  • site that the waste is taken to.

For projects estimated at over £500,000 (excluding VAT) the SWMP should contain details of the:

  • types of waste removed from the site
  • identity of the person who removed the waste and their waste carrier registration number
  • a description of the waste
  • site that the waste was taken to
  • environmental permit or exemption held by the site where the material is taken.

At the end of the project, you must review the plan and record the reasons for any differences between the plan and what actually happened.

The contractor, or anyone else exporting waste from the site must still comply with the duty of care for waste.  However, because it will now be necessary to record all waste movements in one document, having a SWMP will help the site contractor’s management to ensure they comply with the duty of care.

For help in preparing your SWMP see the video on the Site Waste Management Plan hub page, or  Landfill Site Waste Management Plan page.




The Use of a Geosynthetic Clay Liner (GCL) in Conjunction with Drainage Membranes

Sunday 20 April 2008 @ 3:37 am

The use of a Geosynthetic Clay Liner (GCL) as the low permeability layer in landfill lining systems and restoration caps can provide a cost effective and readily Construction Quality Controlled alternative to natural clay. In fact this material may be the only option in regions where the local geology is such that no clay of suitable quality is available.

A GCL uses Sodium Bentonite, a dehydrated clay that has long been recognised as an ideal impermeable barrier material, and which will expand once in the soil to six or more times its initial volume.
Claymat is an example of this type of product which comprises a sandwich of bentonite between two layers of geotextile. The result is a thin, flexible (it arrives in rolls, clean, easily transported and installed) lining system. Finesse Claymat is as manufactured by ABG of Meltham, and there are a number of other manufacturers.

Layers of sand or fine gravel (150 to 300 mm) are often placed on top and/or below the GCL as specified by the landfill capping system designer to protect it from damage during installation or thereafter.

The GCL membranes on the market have been tested to provide both an excellent self-healing capability, and chemical resistance, and are accepted by most environmental regulators. A paper available from Thomas Telford Journals shows that permeability can be compromised if suitable treatment is not applied at overlaps, so clearly the CQA Engineer will need to take care about ensuring good site procedures on this matter. (See “Forensic analysis of excessive leakage from lagoons lined with a composite GCL”, At Thomas Telford Journals.)

Assessments of the environmental protection afforded by a landfill liner require that all underlying soil and geosynthetics components are considered in landfill contaminant migration assessments. The results described in a 2004 paper provides published data for laboratory GCL diffusion and sorption coefficients, required to perform contaminant migration assessments for five VOC contaminants commonly found in municipal solid waste leachate. Assessment of diffusion coefficients and clay-leachate compatibility assessment is also deemed necessary to ensure acceptable long-term performance. In fact GCL membranes were shown to give permeabilities generally significantly lower than those reported in the literature for compacted clay liner materials.

Pozidrain ground water drainage membrane is also often used in conjunction with a Geosynthetic Clay Liner as when laid above the GCL it reduces the hydraulic head and stress on the geomembrane and it also provides additional physical protection against puncture.

A significant number of landfill sites have already utilised the benefits of Geosynthetic Clay Liners and many use Pozidrain and equivalent products within these systems.




SITA Cornwall Reports Successful Landfill Works After First 12 Months

Monday 25 February 2008 @ 4:42 am

SITA Cornwall  News (January 2008) - reports: Improvement in compliance… Landfill

SITA Cornwall’s two landfill sites play an important role in managing the county’s waste. A great deal of work was carried out in 2007 at the landfills and even more is planned for 2008.

It was a busy year in terms of engineering at United Mines Landfill in 2007, with the construction of a new landfill cell, the diversion of a sewer and surface water system and the capping of an area of 600m2. The leachate plants at both United Mines and Connon Bridge sites were refurbished which assisted the significant reduction of leachate levels.

Local residents and councillors have joined a community liaison group at United Mines to discuss issues around the site and preparations have begun for an open day in spring.

The aim to cap a large area of United Mines and Connon Bridge confirms that major landfill construction will continue in 2008.

2008 will also see the temporary closure of the Connon Bridge Landfill site. Work has already commenced to improve the visual impact, increase gas and odour control and further reduce leachate generation.

Efforts will also be concentrated on reducing the sites’ impacts both on the local and global environment, with the development of a strategy to reduce the sites’ water and energy use.

(Clearly there will be plenty of Landfill CQA work in the region this year - Ed.)




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