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LANDFILL DIRECTIVE ENGINEERING REQUIREMENTS

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Where stable, non-reactive hazardous waste is disposed of at a non-hazardous ... Monolithic solidified wastes e.g. large blocky - mixed with cement/pfa ... – PowerPoint PPT presentation

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Title: LANDFILL DIRECTIVE ENGINEERING REQUIREMENTS


1
LANDFILL DIRECTIVE ENGINEERING REQUIREMENTS
RGN 11 STABILITY
  • RICHARD MOSS
  • ENVIRONMENT AGENCY
  • ESA - 25 NOVEMBER 2002

2
RGN 11 DISPOSAL IN NON-HAZARDOUS SITES OF
  • STABLE, NON-REACTIVE HAZARDOUS WASTES
  • ASBESTOS WASTES
  • HIGH SULPHATE/ GYPSUM WASTES

3
REGULATION 10 (3) (4)
  • Where stable, non-reactive hazardous waste is
    disposed of at a non-hazardous landfillensure it
    is not deposited in cells used for biodegradable
    waste
  • special measures in expected European Council
    Decision

4
STABLE, NON-REACTIVE HAZARDOUS WASTE MEANS...
  • leaching behaviour of the waste will not change
    adversely in the long-term under the landfill
    design conditions
  • in the waste alone (for example, by
    biodegradation)
  • under the impact of long-term ambient conditions
    (for example, water, air, temperature or
    mechanical constraints) or
  • by the impact of other wastes (including waste
    products such as leachate or gas).

5
NOTE HAZARD IS STILL PRESENT
  • DIFFERS FROM STABILISED, WHERE HAZARD IS REMOVED
  • TREATMENT IS NOT REVERSIBLE

6
LIKELY WASTE TYPES
  • Monolithic solidified wastes e.g. large blocky -
    mixed with cement/pfa
  • Guidance on limit values due in future
  • Granular treated wastes e.g. filter cakes
    treated fly ash
  • Limit values included in guidance (may change)

7
CELL SEPARATION PRINCIPLES
  • no direct physical contact between stable,
    non-reactive hazardous wastes and biodegradable
  • no contact between leachate or gas
  • separate leachate collection and extraction
    systems
  • separate landfill gas collection and extraction
    systems where required
  • operation of cells must not compromise management
    separate cells
  • account for these principles for the long-term.

8
2 OPTIONS
  • engineered cell separation
  • barrier connecting basal liner to surface sealing
  • managed placement of waste
  • barrier constructed using waste

9
Figure 1 Engineered Separation of Cells
10
Figure 2 Managed Cell Separation by Segregated
Waste Placement
11
NO PIGGYBACKING because...
  • problems in ensuring integrity of cell separation
  • barriers within waste body cause management
    problems

12
FUNCTIONAL CELL SEPARATION REQUIRES STABILTY
INTEGRITY
  • Cell separation principles must be assured for
    the long-term

13
P1-385 STABILITY OF LANDFILL LINING SYSTEMS
  • Stability Assessment has higher profile as it is
    an explicit requirement of the PPC Landfill
    Permit
  • Report to be published by WRc imminently

14
Landfill Regulations Schedule 2
  • 6 - (1) The placement of waste must ensure
    stability of all the waste on the site and
    associated structures and in particular must
    avoid slippages
  • (2) Where an artificial barrier is used, the
    geological substratum must be sufficiently
    stable, taking account the morphology of the
    landfill, to prevent settlement that may cause
    damage to the barrier

15
INTEGRITY IS AS IMPORTANT AS STABILITY
  • Integrity failure leads to unpredictable barrier
    performance invalidates hydrogeological risk
    assessment

16
DESIGN SHOULD TAKE ACCOUNT OF STABILITY
INTEGRITY
  • Use site-specific test data
  • Account for both short-term (including
    construction) and long-term
  • Monitor conformance and performance

17
WHAT DOES THIS MEAN FOR FUTURE?
  • Step-change in design practice
  • Most current design is limited doesnt consider
    integrity - predict strains
  • Need for monitoring of stresses and strains
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