Wambo Coal AEMR 2011-2012 - Peabody Energy

Wambo Coal AEMR 2011-2012 - Peabody Energy Wambo Coal AEMR 2011-2012 - Peabody Energy

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2011-2012 AEMR Table 5.2 – Maintenance Activities on Previously Rehabilitated Land Nature of Treatment Area Treated (ha) Report Period Next Period Comment/Control Strategies/Treatment Detail Additional erosion control works (drains re-contouring, rock protection) 0 As required For the next reporting period WCPL will be developing an annual maintenance rehabilitation program. Soil Treatment (detail – fertiliser, lime, gypsum etc) Treatment/ Management (detail – grazing, cropping, slashing etc) Re-seeding/ Replanting (detail – species density, season etc) Repairs to subsidence induced cracking 0 0 0 0 As required As required As required As required For the next reporting period WCPL will be developing an annual maintenance rehabilitation program. For the next reporting period WCPL will be developing an annual maintenance rehabilitation program. For the next reporting period WCPL will be developing an annual maintenance rehabilitation program. Subsidence cracking repaired along site internal access roads. Adversely Affected by Weeds (detail – type and treatment) 0 As required See Section 3.8 for to weed control measures on other WCPL owned land Feral animal control (detail – additional fencing, trapping, baiting etc) 0 As required While no work is proposed directly on rehabilitated areas, work will be conducted on other WCPL owned land. Refer to Section 3.8. 5.1 Rehabilitation of Disturbed Land 5.1.1 Open Cut Landform reshaping consists of re-contouring overburden dumps to the designed shape for final rehabilitation. The bulk shaping of overburden is undertaken using bulldozers. Reshaping results in a stable landform incorporating slopes and drainage which blend in with the surrounding natural topography. Slope stability is integral to rehabilitation design and the objective during rehabilitation planning is to design all slopes to a gradient of ten degrees or less. Slopes steeper than ten degrees may be necessary in some locations to ensure rehabilitation merges seamlessly with adjacent undisturbed land. Once bulk reshaping is completed, the landform is deep-ripped to approximately 300mm, and then the final trim and rock raking are undertaken. The ripping loosens up any near surface strata within the landform that have been compacted during placement, aiding root penetration during vegetation establishment. The final trim smooths out any wash-outs, rough edges, temporary access tracks, local steep topography and prepares the surface for revegetation. Rock-raking removes exposed surface rock greater than 200 mm in diameter. This raking is usually done along the contour, leaving a textured surface that assists with erosion minimisation until vegetation can be established. Ameliorants, if required, are applied to the trimmed overburden surface prior to topsoil spreading. Topsoil stripped ahead of mining will be applied to the reshaped surface in an even layer generally not less than 100mm. Topsoil is placed using rear dump haul trucks, or ejector trucks, and spread with dozers or graders. Once spread, the topsoil surface will be disc or chisel cultivated to create a textured surface which assists in trapping surface runoff, provides seed entrapments and creates microclimates favourable for seed germination. Where biosolids are used, cultivation also integrates the topdressing material, which is a requirement of the EPA biosolids handling guidelines. Following surface preparation, vegetation establishment across the rehabilitated area is commenced. The aim of revegetation is to minimise erosion and facilitate the development of the postmining land-use, be it agricultural production or habitat/ecosystem enhancement. Page 86

2011-2012 AEMR 5.1.1.1 Rehabilitation Performance Existing rehabilitated areas include the Whynot, Low-wall and Ridge Dump areas, RL160 Dump, Charlies Hole, Wombat Hill, and Radio Shack in the current Open Cut plus older rehabilitation from previous Open Cuts. engineered solutions to cap the weak tailings surface. The design has considered the strength of the current crust (verified through Shear Vane Testing), the equipment to be used and the capping material to determine the reinforcement and the placement method required to ensure the safety of this operation. During the previous reporting period of 2010-2011, rehabilitated areas within the Open Cut were reliant on the completion of overburden dumps, particularly in the Rug/ Ridge dump area. Due to delays in overburden removal from the Homestead Pit (which was being placed on the Rug/ Ridge dump), no significant dump areas were available for reshaping, and no open cut rehabilitation was completed during the period of 2010-2011. Further rehabilitation planned for the 2011-2012 was primarily focused on the RL 160 Dump. At the time of reporting, 40 ha of final reshaped landform had been completed. Topsoiling and seeding of the area is scheduled to commence and be completed in September 2012. The planned rehabilitation for next reporting period is 40 ha. This work is planned for the Rug/ Ridge Dump. All disused tailings dams are rehabilitated with the exception of the North East Tailings Dam, which is currently being capped for rehabilitation (see Section 5.1.1.2). 5.1.1.2 North East Tailings Dam The rehabilitation of the area known as the North East Tailings Dam (NETD) has been established as a stand alone project within Peabody’s Wambo Coal Operation. Initial works commenced at the NETD during the 2008/2009 AEMR reporting period. The dam, which was discontinued as an active disposal site in 2004 following Department Approval under Section 127, has been the subject of a number of studies to identify a safe and viable method of capping the relatively weak surface. WCPL have been working together with Australian Tailings Consultants to develop a capping strategy utilising reinforced geogrid and controlled layers of coarse reject and overburden placed by specialist low ground pressure equipment. NETD rehabilitation works using low press ground equipment Placement of the initial rejects layer has continued with additional small dozers sourced. Progress has been slow due to the weak surface with the crust rewetting as the equipment traverses, however a repeatable process has now been demonstrated and productivity is improving. During the last reporting period, heavy rain in early June 2011 caused major ponds to form on the dam surface which suspended work activity. Pumping continued throughout the month with the majority of water removed. As a result of the water on the surface no placement of fabric or rejects occurred during the month. Pumping efforts were successful with access regained to the dam surface mid month with rejects placement and geo grid placement resuming in early July 2011. The scope of the NETD capping project is to rehabilitate the 1220m long by 200m wide decommissioned tailings storage facility. WCPL have investigated and evaluated the capping method utilising purpose built low ground pressure equipment, in conjunction with Geotextile reinforcement. Extensive design works have been undertaken to develop the concept and provide Wet weather June 15 2011 Page 87

<strong>2011</strong>-<strong>2012</strong> <strong>AEMR</strong><br />

Table 5.2 – Maintenance Activities on Previously Rehabilitated Land<br />

Nature of Treatment<br />

Area Treated (ha)<br />

Report<br />

Period<br />

Next<br />

Period<br />

Comment/Control Strategies/Treatment<br />

Detail<br />

Additional erosion control<br />

works (drains re-contouring, rock<br />

protection)<br />

0<br />

As<br />

required<br />

For the next reporting period WCPL will be<br />

developing an annual maintenance rehabilitation<br />

program.<br />

Soil Treatment (detail – fertiliser,<br />

lime, gypsum etc)<br />

Treatment/ Management (detail<br />

– grazing, cropping, slashing etc)<br />

Re-seeding/ Replanting (detail –<br />

species density, season etc)<br />

Repairs to subsidence induced<br />

cracking<br />

0<br />

0<br />

0<br />

0<br />

As<br />

required<br />

As<br />

required<br />

As<br />

required<br />

As<br />

required<br />

For the next reporting period WCPL will be<br />

developing an annual maintenance rehabilitation<br />

program.<br />

For the next reporting period WCPL will be<br />

developing an annual maintenance rehabilitation<br />

program.<br />

For the next reporting period WCPL will be<br />

developing an annual maintenance rehabilitation<br />

program.<br />

Subsidence cracking repaired along site internal<br />

access roads.<br />

Adversely Affected by Weeds<br />

(detail – type and treatment)<br />

0<br />

As<br />

required<br />

See Section 3.8 for to weed control measures on<br />

other WCPL owned land<br />

Feral animal control (detail –<br />

additional fencing, trapping,<br />

baiting etc)<br />

0<br />

As<br />

required<br />

While no work is proposed directly on rehabilitated<br />

areas, work will be conducted on other WCPL<br />

owned land. Refer to Section 3.8.<br />

5.1 Rehabilitation of Disturbed<br />

Land<br />

5.1.1 Open Cut<br />

Landform reshaping consists of re-contouring<br />

overburden dumps to the designed shape for final<br />

rehabilitation. The bulk shaping of overburden is<br />

undertaken using bulldozers. Reshaping results in<br />

a stable landform incorporating slopes and drainage<br />

which blend in with the surrounding natural<br />

topography. Slope stability is integral to<br />

rehabilitation design and the objective during<br />

rehabilitation planning is to design all slopes to a<br />

gradient of ten degrees or less. Slopes steeper than<br />

ten degrees may be necessary in some locations to<br />

ensure rehabilitation merges seamlessly with<br />

adjacent undisturbed land.<br />

Once bulk reshaping is completed, the landform is<br />

deep-ripped to approximately 300mm, and then the<br />

final trim and rock raking are undertaken. The<br />

ripping loosens up any near surface strata within the<br />

landform that have been compacted during<br />

placement, aiding root penetration during vegetation<br />

establishment.<br />

The final trim smooths out any wash-outs, rough<br />

edges, temporary access tracks, local steep<br />

topography and prepares the surface for<br />

revegetation. Rock-raking removes exposed<br />

surface rock greater than 200 mm in diameter. This<br />

raking is usually done along the contour, leaving a<br />

textured surface that assists with erosion<br />

minimisation until vegetation can be established.<br />

Ameliorants, if required, are applied to the trimmed<br />

overburden surface prior to topsoil spreading.<br />

Topsoil stripped ahead of mining will be applied to<br />

the reshaped surface in an even layer generally not<br />

less than 100mm. Topsoil is placed using rear<br />

dump haul trucks, or ejector trucks, and spread with<br />

dozers or graders. Once spread, the topsoil surface<br />

will be disc or chisel cultivated to create a textured<br />

surface which assists in trapping surface runoff,<br />

provides seed entrapments and creates<br />

microclimates favourable for seed germination.<br />

Where biosolids are used, cultivation also integrates<br />

the topdressing material, which is a requirement of<br />

the EPA biosolids handling guidelines.<br />

Following surface preparation, vegetation<br />

establishment across the rehabilitated area is<br />

commenced. The aim of revegetation is to minimise<br />

erosion and facilitate the development of the postmining<br />

land-use, be it agricultural production or<br />

habitat/ecosystem enhancement.<br />

Page 86

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