Rehabilitation at Nabarlek: erosion assessment 1999

Decommissioning work and the rehabilitation at the Nabarlek minesite were completed at the end of 1995. Site description, mining history, environmental management and rehabilitation have been summarised elsewhere (Prendergast et al 1999, Martin 2000, Waggitt 2001). Tailings were buried in the mined-out pit and capped with waste rock. An erosion assessment of the cap design, using a combination of modelling and analogue estimates, indicated that denudation rates on the cap would be <100 mm ky-1 (Riley 1995). Riley (1995) suggested minor design modifications to reduce slope length on the pit cap to improve stability and provide structural integrity for several thousand years. Riley (1995) observed that roads were areas of most severe rill development in the Alligator Rivers Region (ARR) and suggested that rill development (0.2-0.3 m depth) on the pit cap would occur in the early stages of adjustment toward equilibrium but not persist in the long term. Consequently, as part of the process of assessing rehabilitation success, erosion at the former minesite was examined by ERISS in August and October 1999. A ground assessment of the perimeter of the evaporation ponds, pit and waste rock dump (WRD), unsealed roads to the north and east of the site and infrastructure area was conducted in August 1999. This survey described, quantified (using a tape and rule) and photographed erosion features. No transects were undertaken. In October 1999, a qualitative (descriptive and photographic) survey of the airstrip, constructed drains, unsealed roads to the west of the site, the pit and WRD was conducted. On this occasion, transects of the WRD and pit were taken but the locations of the transects were not surveyed