Wambo Coal AEMR 2011-2012 - Peabody Energy
Wambo Coal AEMR 2011-2012 - Peabody Energy Wambo Coal AEMR 2011-2012 - Peabody Energy
2011-2012 AEMR 3.3 Erosion & Sediment Control 3.3.1 Environmental Management Erosion and sedimentation is managed in accordance with WCPL Erosion and Sediment Control Plan (ESCP), a requirement of Consent Condition 32, Schedule 4 of DA305-7-2003. The ESCP is a component of WCPL’s Site Water Management Plan as required under Condition 30, Schedule 4 of DA305-7-2003. The main principles of the ESCP include: Separation of runoff from disturbed and undisturbed areas where practicable; Construction of sediment structures or utilisation of existing mine water storages to capture runoff up to a specified design criterion; Construction of surface drains to facilitate the efficient transport of surface runoff. Drains are designed using trapezoidal or parabolic crosssections; and Progressive rehabilitation stabilisation of mine infrastructure areas. These principles take into account the general recommendations for site drainage works presented in “Managing Urban Stormwater – Soils and Construction Volume 1” (Landcom 2004). The use of a street sweeper to remove dirt and mud from mine access roads; Monthly monitoring of all sediment control structures and maintenance when required; Limiting clearance and disturbance of the natural environment; and Progressive rehabilitation across site. 3.3.2 Environmental Performance Monthly inspections of sediment control structures as well as inspections following rainfall events of 20 mm or more in a 24 hour period are conducted across the mine by WCPL personnel and contractors. During these inspections, sediment control structures are inspected for capacity, structural integrity and effectiveness. The routine removal of sediment from a number of the sediment control structures, including Hales Crossing Sediment Dam was undertaken during the reporting period. As discussed in the last AEMR, a plan of works to remove coal sediment from a series of purpose built sediment dams around the CHPP and product stockpile areas was scheduled for 2011. Dredging to remove coal fines and increase the dam capacity within the Gordon Below Franklin Dam commenced in June 2011. The recovered coal fines were reprocessed through the CHPP. A number of strategies are used on site for erosion and sediment control including: The establishment of diversion banks on the upstream side of the site to divert clean water around the site and into natural drainage lines; The establishment of catch drains in accordance with relevant criteria (outlined in the ESCP) to direct sediment-laden water into sediment control structures; The strategic placement and design of sediment control structures on site to treat sediment laden water before it leaves site; The placement of hay bales along catch drains to control the velocity of flow and prevent scouring; The establishment of sediment ponds or utilisation of existing mine water structures to treat sediment laden water; The establishment of sediment fencing as required on the down-slope side of soil stockpiles; Dredging Eagles Nest Dam in June 2012 During the reporting period WCPL commenced rehabilitation program within the NWC Diversion Stage 3. Please refer to Section 5.1.4 for further details about the NWC Diversion rehabilitation works. Page 48
2011-2012 AEMR 3.4 Surface Water 3.4.1 Environmental Management Surface water monitoring is undertaken in accordance with WCPL’s Surface Water Monitoring Program (SWMP), a requirement of Consent Condition 33, Schedule 4 of DA305/7/2003. The SWMP is a component of WCPL’s Site Water Management Plan as required under Condition 30, Schedule 4 of DA305-7-2003. In addition, the SWMP has also been prepared to fulfil WCPL’s EPL 529 license conditions. The SWMP has previously been prepared to the satisfaction of DP&I and SSC and in consultation with DTIRIS and NOW. The SWMP was approved by the DP&I in October 2005. WCPL revised the SWMP in October 2008 and November 2009 and re-submitted the surface water monitoring program to the relevant government departments to accommodate operational changes and development consent modification requirements. WCPL received official notification from the DTIRIS during April 2010 accepting the changes to the SWMP. At the time of writing the 2011-2012 AEMR, WCPL were finalising another revision of the SWMP for submitting to the DP&I and NOW. The revision of the SWMP was in response to an action item in the 2011 Environmental Independent Audit. The results in Section 3.4.2 of the 2011-2012 AEMR for surface water are for those surface water monitoring sites required for monitoring in accordance with approved in the 2005 SWMP. In accordance with SWMP, WCPL maintained surface water monitoring sites, located within: Local waterways including Wollombi Brook, Doctors Creek, Longford Creek, North Wambo Creek, South Wambo Creek and Stony Creek; and Mine water storage dams including Eagles Nest Dam, Chitter Dam and South Dam. WCPL participates in the HRSTS which allows water to be discharged into the Wollombi Brook from the licensed discharge point SW15 (Eagles Nest Dam) as listed in EPL 529. For further details of water discharges refer to Section 2.8.3. 3.4.2 Environmental Performance 3.4.2.1 Water Quality Surface water quality criteria for pH, Electrical Conductivity (EC) and Total Suspended Solids (TSS) for the monitoring locations at WCPL are provided in Table 3.1. The surface water quality criteria for pH and TSS were adopted from the discharge criteria (i.e. Schedule 4, Consent Condition 24 of DA 305-7-2003, and Condition L3.3 of EPL 529) and the HRSTS. Table 3.1 – Surface Water Quality Criteria Stream System pH Criteria EC Criteria (µS/cm) TSS Criteria (mg/L) WCPL Mine Site Wollombi Brook 6.5 - 9.0 3,106 120 North Wambo Creek 6.5 - 9.0 2,093 120 Eagles Nest Dam 6.5 - 9.5 N/A * 120 South Wambo Creek 6.5 - 9.0 492 120 Stony Creek 6.5 - 9.0 492 120 Wambo Rail Development Wollombi Brook Longford Creek Doctors Creek Less than 20% more than upstream concentration Less than 20% more than upstream concentration Less than 20% more than upstream concentration Note: * Under Schedule 4, Condition 24 of DA 305-7-2003 and condition L3.3 of EPL 529 the Eagles Nest Dam discharge point is not required to be monitored for EC. ^ ANZECC Guidelines for Fresh and Marine Water Quality (2000) Page 49
- Page 9 and 10: 2011-2012 AEMR List of Figures Figu
- Page 11 and 12: 2011-2012 AEMR List of Appendices A
- Page 13 and 14: 2011-2012 AEMR 1.0 Introduction 1.1
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- Page 17 and 18: SUMP SUMP N NEW Muswellbrook LOCALI
- Page 19 and 20: 2011-2012 AEMR Table 1.2 - WCPL Min
- Page 21 and 22: 2011-2012 AEMR 1.3.3 Environmental
- Page 23 and 24: SUMP SUMP 5 UNITED COLLIERY GOLDEN
- Page 25 and 26: 2010-2011 AEMR 1.3.7 Subsidence Man
- Page 27 and 28: 2010-2011 AEMR 1.5 Review of 2011-2
- Page 29 and 30: 2010-2011 AEMR No DP&I Issue DP&I A
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- Page 49 and 50: SUMP SUMP N19 SW46 SW45 Hunter Rive
- Page 51 and 52: 2011-2012 AEMR Figure 3.4 - 2010-20
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- Page 59: 2011-2012 AEMR Assessment criterion
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- Page 65 and 66: 2011-2012 AEMR replacement program
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- Page 71 and 72: 2011-2012 AEMR 3.6 Contaminated Lan
- Page 73 and 74: 2011-2012 AEMR prior to undermining
- Page 75 and 76: SUMP SUMP V10-A2 NORTH WAMBO CREEK
- Page 77 and 78: 2011-2012 AEMR 3.8 Weeds 3.8.1 Envi
- Page 79 and 80: 2011-2012 AEMR WCPL’s development
- Page 81 and 82: 2011-2012 AEMR Day L Aeq(15 minute)
- Page 83 and 84: 2011-2012 AEMR Disturbance (L A1,1m
- Page 85 and 86: 2011-2012 AEMR Stakeholders (WACS)
- Page 87 and 88: 2011-2012 AEMR 3.13.2 European Heri
- Page 89 and 90: 2011-2012 AEMR 3.15 Bushfire Manage
- Page 91 and 92: 2011-2012 AEMR non-sensitive enviro
- Page 93 and 94: 2011-2012 AEMR Table 4.1 - WCPL Emp
- Page 95 and 96: 2011-2012 AEMR 4.3 Community Liaiso
- Page 97 and 98: 2011-2012 AEMR 5.0 Rehabilitation T
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- Page 101 and 102: 2011-2012 AEMR 5.1.3 NWC Diversion
- Page 103 and 104: 2011-2012 AEMR Riparian EFA Riparia
- Page 105 and 106: Appendix 1 Rail Haulage Records
- Page 107 and 108: Wambo Coal Pty Ltd AEMR 2011-2012 R
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<strong>2011</strong>-<strong>2012</strong> <strong>AEMR</strong><br />
3.4 Surface Water<br />
3.4.1 Environmental Management<br />
Surface water monitoring is undertaken in<br />
accordance with WCPL’s Surface Water Monitoring<br />
Program (SWMP), a requirement of Consent<br />
Condition 33, Schedule 4 of DA305/7/2003. The<br />
SWMP is a component of WCPL’s Site Water<br />
Management Plan as required under Condition 30,<br />
Schedule 4 of DA305-7-2003. In addition, the<br />
SWMP has also been prepared to fulfil WCPL’s EPL<br />
529 license conditions.<br />
The SWMP has previously been prepared to the<br />
satisfaction of DP&I and SSC and in consultation<br />
with DTIRIS and NOW. The SWMP was approved<br />
by the DP&I in October 2005. WCPL revised the<br />
SWMP in October 2008 and November 2009 and<br />
re-submitted the surface water monitoring program<br />
to the relevant government departments to<br />
accommodate operational changes and<br />
development consent modification requirements.<br />
WCPL received official notification from the DTIRIS<br />
during April 2010 accepting the changes to the<br />
SWMP.<br />
At the time of writing the <strong>2011</strong>-<strong>2012</strong> <strong>AEMR</strong>, WCPL<br />
were finalising another revision of the SWMP for<br />
submitting to the DP&I and NOW. The revision of<br />
the SWMP was in response to an action item in the<br />
<strong>2011</strong> Environmental Independent Audit.<br />
The results in Section 3.4.2 of the <strong>2011</strong>-<strong>2012</strong><br />
<strong>AEMR</strong> for surface water are for those surface water<br />
monitoring sites required for monitoring in<br />
accordance with approved in the 2005 SWMP.<br />
In accordance with SWMP, WCPL maintained<br />
surface water monitoring sites, located within:<br />
Local waterways including Wollombi Brook,<br />
Doctors Creek, Longford Creek, North <strong>Wambo</strong><br />
Creek, South <strong>Wambo</strong> Creek and Stony Creek;<br />
and<br />
Mine water storage dams including Eagles Nest<br />
Dam, Chitter Dam and South Dam.<br />
WCPL participates in the HRSTS which allows<br />
water to be discharged into the Wollombi Brook<br />
from the licensed discharge point SW15 (Eagles<br />
Nest Dam) as listed in EPL 529. For further details<br />
of water discharges refer to Section 2.8.3.<br />
3.4.2 Environmental Performance<br />
3.4.2.1 Water Quality<br />
Surface water quality criteria for pH, Electrical<br />
Conductivity (EC) and Total Suspended Solids<br />
(TSS) for the monitoring locations at WCPL are<br />
provided in Table 3.1. The surface water quality<br />
criteria for pH and TSS were adopted from the<br />
discharge criteria (i.e. Schedule 4, Consent<br />
Condition 24 of DA 305-7-2003, and Condition L3.3<br />
of EPL 529) and the HRSTS.<br />
Table 3.1 – Surface Water Quality Criteria<br />
Stream System<br />
pH Criteria<br />
EC Criteria<br />
(µS/cm)<br />
TSS Criteria<br />
(mg/L)<br />
WCPL Mine Site<br />
Wollombi Brook 6.5 - 9.0 3,106 120<br />
North <strong>Wambo</strong> Creek 6.5 - 9.0 2,093 120<br />
Eagles Nest Dam 6.5 - 9.5 N/A * 120<br />
South <strong>Wambo</strong> Creek 6.5 - 9.0 492 120<br />
Stony Creek 6.5 - 9.0 492 120<br />
<strong>Wambo</strong> Rail Development<br />
Wollombi Brook<br />
Longford Creek<br />
Doctors Creek<br />
Less than 20% more<br />
than upstream<br />
concentration<br />
Less than 20% more<br />
than upstream<br />
concentration<br />
Less than 20% more<br />
than upstream<br />
concentration<br />
Note: * Under Schedule 4, Condition 24 of DA 305-7-2003 and condition L3.3 of EPL 529 the<br />
Eagles Nest Dam discharge point is not required to be monitored for EC.<br />
^ ANZECC Guidelines for Fresh and Marine Water Quality (2000)<br />
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