Stuart Landfill - Cell 3A
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Approx. 39,000T of ‘clay rich’ fill material was imported to site and used to construct a 300mm thick floor and 3.5m high perimeter bund.
Construction elements included:
Construction elements included:
- Geocomposite strip drain system;
- Geosynthetic clay liner (GCL); Geomembrane (LLDPE);
- Cushion textile;
- Bridging and protection layers;
- Uniaxial geogrid;
- Leachate collection pipe system in drainage agreement; and
- Gas collection pipe system and engineered fill protection layer