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Wambo Coal AEMR 2010-2011 - Peabody Energy

Wambo Coal AEMR 2010-2011 - Peabody Energy

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<strong>2010</strong>-<strong>2011</strong> <strong>AEMR</strong>3.3 Erosion & SedimentControl3.3.1 Environmental ManagementErosion and sedimentation is managed inaccordance with WCPL Erosion and SedimentControl Plan (ESCP), a requirement of ConsentConditon 32, Schedule 4 of DA305-7-2003. TheESCP is a component of WCPL’s Site WaterManagement Plan as required under Condition 30,Schedule 4 of DA305-7-2003. The main principlesof the ESCP include: Separation of runoff from disturbed andundisturbed areas where practicable; Construction of sediment structures orutilisation of existing mine water storages tocapture runoff up to a specified design criterion;Construction of surface drains to facilitate theefficient transport of surface runoff. Drains aredesigned using trapezoidal or parabolic crosssections;andProgressive rehabilitation stabilisation of mineinfrastructure areas.These principles take into account the generalrecommendations for site drainage works presentedin “Managing Urban Stormwater – Soils andConstruction Volume 1” (Landcom 2004).A number of strategies are used on site for erosionand sediment control including:The establishment of diversion banks on theupstream side of the site to divert clean wateraround the site and into natural drainage lines;The establishment of sediment fencing asrequired on the down-slope side of soilstockpiles;The use of a street sweeper to remove dirt andmud from mine access roads;Monthly monitoring of all sediment controlstructures and maintenance when required;Limiting clearance and disturbance of thenatural environment; andProgressive rehabilitation across site.3.3.2 Environmental PerformanceMonthly inspections of sediment control structuresas well as inspections following rainfall events of 20mm or more in a 24 hour period are conductedacross the mine by WCPL personnel andcontractors. During these inspections, sedimentcontrol structures are inspected for capacity,structural integrity and effectiveness.The routine removal of sediment from a number ofthe sediment control structures, including HalesCrossing Sediment Dam was undertaken during thereporting period. As discussed in the last <strong>AEMR</strong>, aplan of works to remove coal sediment from a seriesof purpose built sediment dams around the CHPPand product stockpile areas was scheduled for<strong>2011</strong>. Dredging to remove coal fines and increasethe dam capacity within the Gordon Below FranklinDam commenced in June <strong>2011</strong>. The recovered coalfines were reprocessed through the CHPP. The establishment of catch drains inaccordance with relevant criteria (outlined in theESCP) to direct sediment-laden water intosediment control structures; The strategic placement and design ofsediment control structures on site to treatsediment laden water before it leaves site;The placement of hay bales along catch drainsto control the velocity of flow and preventscouring;The establishment of sediment ponds orutilisation of existing mine water structures totreat sediment laden water;Dredging GBF Dam in June <strong>2011</strong>During the reporting period WCPL completed aremedial rehabilitation program within the NWCDiversion. Please refer to Section 5.1.4 for furtherdetails about the NWC Diversion rehabilitationworks.Page 47

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