environmental effects report for the proposed soil … waste solutions... · 2013-11-29 ·...

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Christine Bell Chief Executive Officer Southern Waste Solutions m 0408 253 770 f 03 8669 4278 e [email protected] PO Box 216 NEW TOWN TAS 7008 ENVIRONMENTAL EFFECTS REPORT FOR THE PROPOSED SOIL WASTE PROCESSING FACILITY AT THE COPPING LANDFILL – NOVEMBER 2013

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Page 1: ENVIRONMENTAL EFFECTS REPORT FOR THE PROPOSED SOIL … Waste Solutions... · 2013-11-29 · Christine Bell Chief Executive Officer Southern Waste Solutions m 0408 253 770 f 03 8669

Christine Bell Chief Executive Officer Southern Waste Solutions m 0408 253 770 f 03 8669 4278 e [email protected] PO Box 216 NEW TOWN TAS 7008

ENVIRONMENTAL EFFECTS REPORT FOR THE PROPOSED

SOIL WASTE PROCESSING FACILITY AT THE COPPING

LANDFILL – NOVEMBER 2013

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Table  of  Contents   1   Executive  Summary........................................................................................................... 3  2   The  Proposed  Soil  Processing  Facility  (SPF) ...................................................................... 3  3   The  Approvals  Process ...................................................................................................... 4  4   Need  for  the  Proposal ....................................................................................................... 4  5   Compatibility  with  Government  Policies........................................................................... 5  

5.1   Management of Australia’s Waste Streams............................................................................... 5  5.2   Landfill Sustainability Guide..................................................................................................... 5  5.3   Current and Future Controlled Waste Practices in Tasmania.................................................... 5  5.4   The Tasmanian Waste and Resource Management Strategy..................................................... 6  5.5   Regional Waste Disposal Strategy............................................................................................. 6  5.6   Municipal Waste Strategies ....................................................................................................... 6  5.7   Planning Scheme ....................................................................................................................... 6  

6   Site  Selection..................................................................................................................... 7  7   Potential  Environmental  Impacts  and  Their  Management ............................................... 8  

7.1   Surface water system ................................................................................................................. 8  7.2   Ground water ............................................................................................................................. 8  7.3   Air .............................................................................................................................................. 8  7.4   Litter (including during transport) ............................................................................................. 8  

8   PART  C  –  Potential  Environmental  Effects ........................................................................ 8  8.1   Flora and Fauna ......................................................................................................................... 8  8.2   Rivers, creeks, wetlands and estuaries....................................................................................... 9  8.3   Weeds and Vermin .................................................................................................................... 9  8.4   Significant areas......................................................................................................................... 9  8.5   Coastal zone............................................................................................................................... 9  8.6   Marine areas............................................................................................................................... 9  8.7   Air emissions ........................................................................................................................... 10  8.8   Liquid effluent ......................................................................................................................... 11  8.9   Solid wastes ............................................................................................................................. 12  8.10   Noise emissions ..................................................................................................................... 12  8.11   Transport impacts .................................................................................................................. 12  

9   Other  Off-­‐site  Impacts..................................................................................................... 13  9.1   Dangerous substances and chemicals ...................................................................................... 13  9.2   Site contamination ................................................................................................................... 13  9.3   Sustainability and climate change ........................................................................................... 14  

10   Cultural  Heritage ........................................................................................................... 14  11   Sites  of  High  Public  Interest .......................................................................................... 14  12   Rehabilitation................................................................................................................ 14  13   Part  D  –  Management  Commitment  Summary ............................................................ 14  14   Part  E  –  Public  Consultation .......................................................................................... 15  15   Potential  Social  and  Economic  Impacts......................................................................... 16  

15.1   Buffer Distances from Adjacent Land Uses .......................................................................... 16  16   Protection  of  the  Environment ..................................................................................... 17  17   Maximum  Use  of  the  Copping  Facility .......................................................................... 17  

17.1   Cost Effective Use of Public Funds....................................................................................... 18  17.2   Future Flexibility ................................................................................................................... 18  

18   References .................................................................................................................... 18  Attachments: ......................................................................................................................... 19  

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1 Executive  Summary    Clarence  City,  Sorell  and  Tasman  Councils  jointly  own  the  land  on  which  a  sub-­‐regional  refuse  disposal   facility   (landfill)   has   been   established   approximately   3.5   kilometres   south   west   of  Copping   in   south-­‐eastern   Tasmania   (see   Attachment   1.).   A   Joint   Authority   (whose   current  members  are  the  Clarence  City,  Kingborough,  Sorell  and  Tasman  Councils)  operates  the  site,  which  opened  in  2001.  The  landfill  is  not  open  to  the  public.  It  is  proposed  to  construct  a  soil  waste  treatment  facility  on  land  adjacent  to  the  existing  landfill  cells  (See  attachment  3.).    A  Soil  Processing  Facility  (SPF)  is  able  to  accept  controlled  waste  and  then  treat  it  to  a  safer,  lower   classification   level   (based   on   classification   in   EPA   Tasmania   Information   Bulletin   No.  105).   The   wastes   targeted   in   particular   are   those   that   currently   necessitate   movement  interstate,  classification  3  and  above.  The  principal  aim  is  to  process  the  material  to  a  much  lower  risk   level,   to  meet   level  2  criteria,   thus  reducing  the  amount  of  waste  that  may  need  disposal  in  the  proposed  Cat  C  cell  or  shipment  interstate  for  treatment  or  disposal.  The  SPF  will  not  be  open  to  the  general  public,  and  materials1  proposed  for  treatment  will  be  subject  to   diligent   scientific   investigation   and   analysis,   and   then   approval   from   the   Environment  Protection  Authority  (EPA)  prior  to  delivery.  The  SPF  is  planned  to  have  a  storage  capacity  of  approximately   1,000   tonnes   at   any   one   time,  with   a   potential   annual   throughput   of   up   to  12,000  tonnes,  depending  on  the  type  of  treatment  necessary  and  the  waste  availability.      Woodward-­‐Clyde   prepared   the   original   Development   Proposal   and   Environmental  Management  Plan  (DPEMP)  that  informed  the  planning  process  prior  to  the  establishment  of  the  Copping  landfill.  The  Woodward-­‐Clyde  report  has  been  relied  on  for  a  number  of  sections  of  the  current  Environmental  Effects  Report  (EER).    

2 The  Proposed  Soil  Processing  Facility  (SPF)   A  Soil  Processing  Facility  (SPF)  is  able  to  accept  most  Level  3  and  4  controlled  waste  and  then  treat   it   to   a   safer,   lower   classification   level   (based   on   classification   in   EPA   Tasmania  Information   Bulletin   No.   105).   The   wastes   targeted   are   those   that   currently   necessitate  movement  interstate,  classification  3  and  above,  that  have  no  disposal  options  in  Tasmania.  The  principal  aim  is  to  process  the  material  for  reuse,  or  to  a  much  lower  risk  level  to  meet  level  2  criteria,   thus  reducing  the  amount  of  waste  that  may  need  disposal   in  the  proposed  Cat  C  cell.  The  proposed  SPF  will  not  be  open  to  the  general  public,  and  materials  proposed  for   treatment   will   be   subject   to   diligent   scientific   investigation   and   analysis,   and   then  approval  from  the  Environment  Protection  Authority  (EPA)  prior  to  delivery.      The  proposed  SPF  is  planned  to  have  a  storage  capacity  of  approximately  1,000  tonnes  at  any  one  time,  with  a  potential  annual  throughput  of  up  to  12,000  tonnes,  depending  on  the  type  of  treatment  necessary  and  the  waste  availability.    

1 The materials will generally be soils, filter cakes or other contaminated industrial wastes. Sources are typically industrial sites, old service stations with leaking tanks, other industry tank installations, industrial residues, old equipment, electrical transmission infrastructure and surrounds. All in accord with EPA Tasmania Bulletin No. 105, (see Attachment 7).

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 Commitment  1:  The  proposed  SPF  will  only  accept  controlled  waste  by  prior  agreement  with   waste   generators   and   transported   to   the   site   by   a   controlled   waste   transporter  registered  by  the  EPA  Tasmania  in  accordance  with  relevant  controlled  waste  regulations.    

3 The  Approvals  Process   The  aim  of  this  Environmental  Effects  Report  (EER)  required  by  the  EPA  is  to:  

• Provide  a  source  of  information  from  which  interested  individuals  and  groups  may  gain  an  understanding  of  the  proposal,  the  need  for  the  proposal,  the  environment  which  it  will  affect,  the  impacts  which  may  occur  and  the  measures  taken  to  avoid  or  minimise  potential  impacts;  

• Provide  a  forum  for  public  consultation  and  informed  comment  on  the  proposal;  and  

• Provide   a   framework   in   which   decision   making   agencies   may   consider   the  environmental  aspects  of  the  proposal.  

 Application   for  a  discretionary  permit   for   the  proposed  SPF  must  be   lodged  with   the  Sorell  Council   (Sorell),  which   is   the   local  planning  authority.  The  Board  and  the  planning  authority  will  make   a   decision   about   the   proposal   after   a   public   comment   period   and   an   integrated  environmental  and  planning  assessment  has  taken  place.  This  decision  is  subject  to  appeal  by  the  applicant  or  the  public  under  the  provisions  of  the  Land  Use  and  Planning  Approvals  Act,  1993.  

4 Need  for  the  Proposal   Tasmania   does   not   have   a   dedicated   treatment   capability   for   level   3   and   4   wastes,   thus  necessitating   transport   interstate   for   treatment   or   on-­‐site   treatment   prior   to   landfilling.    Controlled   waste   is   currently   stored   on-­‐site   at   numerous   locations   around   Tasmania,   or  shipped   interstate   for   treatment   and   eventual   disposal.   This   is   not   an   ideal   state   of   affairs  from  either  an  environmental  or  an  economic  perspective.    The   Sustainable   Infrastructure   Australia   report,   Current   and   Future   Controlled   Waste  Practices  in  Tasmania  –  SIA  (attached  refer  Section  1.1)  refers  to  the  existence  of  controlled  waste   expected   to  be  processed   through   the  proposed   SPF   and   that  much  of   this  waste   is  currently  located  on  the  shoreline  of  various  bodies  of  water,  and/or  in  or  near  built  up  areas.  There  is  some  if  not  a  high  degree  of  risk,  under  certain  circumstances,  of  this  waste  polluting  the   water   near   to   where   it   is   located,   and   thereby   having   a   potential   impact   on   the  environment  and  humans.    If   Tasmania’s   controlled  waste   can   be   appropriately   treated   and   disposed   of   locally,   there  would  be  a  significant  reduction   in  environmental  risk  and  financial  burden  on  the  business  disposing  and/or  currently  storing  the  waste.  A  local  treatment  capability  will  further  reduce  the  need  to  store  these  wastes  for  extended  periods  enabling  relatively  quick  processing  for  

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disposal   at   Level   2   classification,   again   reducing   the   amount   requiring   proposed   C   cell  disposal.    

5 Compatibility  with  Government  Policies   The  proposed  SPF  is  compatible  with  relevant  Government  policies  as  outlined  below.  

5.1 Management  of  Australia’s  Waste  Streams   A  Senate  report  entitled  Management  of  Australia’s  Waste  Streams  was  tabled   in  2010  and  provides  a  focus  on  waste  reduction,  recovery  and  reuse.  The  proposed  SPF  will  provide  every  opportunity  to  recover,  reuse  or  recycle.    

5.2 Landfill  Sustainability  Guide   The   Landfill   Sustainability  Guide   (2004)  produced  by   the  Department  of  Primary   Industries,  Water  and  Environment  aims  to  provide  a  consistent  and  effective  framework  for  minimizing  environmental  impacts  arising  from  the  siting,  design,  operation  and  rehabilitation  of  landfills  in  Tasmania.  It  provides  details  of  the  type  of  controls  to  be  implemented  to  manage  waste  going   to   landfills   to   achieve   an   acceptable   standard,   categorizes   landfills,   and   specifies   the  operating  standards  which  must  be  achieved  for  each  category  of  landfill.  The  proposed  SPF  is  to  be  developed  consistent  with  the  aims  of  the  Guide.      Commitment  2:  An  internal  safety  fence  will  be  constructed  around  the  SPF  facility.  The  fence  will  be  designed  to  prevent  uncontrolled  vehicular  and  foot  access  to  the  area.    

5.3 Current  and  Future  Controlled  Waste  Practices  in  Tasmania   The  Sustainable  Infrastructure  Australia  in  2008  tabled  a  Draft  Report  entitled  Current  and  Future  Controlled  Waste  Practices  in  Tasmania  -­‐  SIA  for  the  Tasmanian  State  Government.  It  states   that  Tasmania  does  not  currently  have   landfills  or  processing   facilities   that  are   fully  compliant  with  modern   best   practice   for   ‘secure’   landfills.   It   states   that   lack   of   adequate  facilities  may  result  in  significant  costs  to  Tasmanian  businesses  and  may  impede  economic  expansion  for  the  State.    It  goes  on  to  state  that  in  addition  to  considerable  economic  impacts,  inadequate  controlled  waste  management  facilities  and  practices  have  the  potential  to  result  in  significant  harm  to  the  environment  and  may  also  have  adverse  effects  on  human  health.  It  concludes  that  it  is  therefore  essential  to  develop  a  strategy  that  meets  the  needs  of  Tasmania’s  industry  and  a  growing   economy,   whilst   ensuring   controlled  waste   generated   in   Tasmania   is   sustainably  managed  and  the  potential   risks   involved   in   its   transport,   storage,   treatment  and  disposal  are  minimized.    The   SPF   that   is   proposed   by   this   Plan   is   clearly   in   line   with   the   needs   expressed   in   this  report.  

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5.4 The  Tasmanian  Waste  and  Resource  Management  Strategy   The   Department   of   Environment,   Parks,   Heritage   and   the   Arts   published   a   waste   and  resource  management  strategy  in  2009.  This  report  states  that  10,600  tonnes  of  controlled  waste  was  exported  to  other  jurisdictions  during  a  12  month  period  in  2007-­‐08.  It  also  states  that   there  are  opportunities   for  Tasmania  to  adopt  a  more  sustainable  approach  to  waste  and   resource   management,   and   to   match   current   standards   and   initiatives   implemented  nationally.    The   strategy   recognizes   our   responsibility   to   appropriately   and   effectively   manage   the  wastes   we   produce   to   reduce   any   adverse   environmental   impacts   and   to   protect   the  environment   now   and   for   future   generations.   The   proposed   SPF   will   reduce   adverse  environmental   impact   by   moving   controlled   waste   from   current,   often   unprotected,  locations  to  an  appropriately  engineered  facility  where  it  will  be  treated  to  a  safe  level  for  disposal.        One  of  the  strategy’s  performance  measures  is  the  establishment  of  improved  infrastructure  for  the  management  of  controlled  waste.  The  proposed  SPF  provides  infrastructure  that  will  improve  the  management  and  treatment  of  controlled  waste.  

5.5 Regional  Waste  Disposal  Strategy   Taswaste,  a  consortium  of  local  government  regional  waste  bodies,  aims  to  implement  the  responsible  management   of   Tasmania’s   waste.   The   proposed   SPF   will   facilitate   achieving  this  aim.    

5.6 Municipal  Waste  Strategies   The   Authority   member   Councils   have   strategies   requiring,   among   other   things,  implementation   of   appropriate  waste  management   strategies.   This   proposal   will   assist   in  achieving  these  strategies.    

5.7 Planning  Scheme   The  Copping  landfill  is  governed  by  the  Sorell  Planning  Scheme  1993.  The  Planning  Scheme  contains  overall  objectives   for   land  use  and  development  as  well  as  specific  objectives   for  particular  areas.  The  proposed  development  is  in  conformity  with  all  relevant  objectives.    Under   the  Planning   Scheme,   the   subject   site   is   partly   included   in   a  Rural   Zone  and  partly  within   a   Forestry   Zone.  Within   both   these   zones   the   land   use   defined   as   "Utility   Services  (Major)",   which   specifically   includes   a   'refuse   disposal   site',   is   a   discretionary   use.   This  means  that  a  refuse  disposal  site  on  the  subject  site  required  planning  approval.    

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The  proposed  activity  is  classified  as  a  Level  2  activity  under  Section  25  of  the  Environmental  Management  and  Pollution  Control  Act  1994  (EMPCA).  As  such  Sorell  Council  must  refer  the  Development  Application  to  the  Environment  Protection  Authority  for  assessment.  The  EPA  Division,  on  behalf  of  the  EPA  will  assess  the  environmental  aspects  of  the  proposal  which  includes   any   representations   received   during   the   public   consultation   phase.   The   EPA  Division   will   prepare   an   assessment   report   and   a   draft   permit   for   the   EPA   Board’s  consideration.  If  the  EPA  Board  approves  the  project,  they  will  notify  the  Council  and  direct  the  Council   to   include   a   set   of   permit   conditions   to   the  Council   permit,   in   the   event   that  Council  approves  the  project.  Council  is  not  required  to  assess  any  matter  already  addressed  in  the  Board’s  assessment.  After  the  Council  decision,  the  proponent  and  any  persons  who  made   representations   are   notified   of   the   decision.   Any   of   those   parties   has   the   right   to  appeal  to  the  Resource  Management  and  Planning  Appeals  Tribunal  within  14  days   if  they  are  aggrieved  by  Council’s  decision.    

6 Site  Selection   The  current  Copping  landfill  site  has  significant  remaining  capacity,  and  is  proposed  to  be  in  operation  for  many  years  to  come.  Co-­‐location  of  the  proposed  SPF  with  the  existing  landfill  provides  many  benefits   including  economic,  operational  and  security.  Office,  weighbridge,  environmental   monitoring   and   other   infrastructure   is   already   in   place.   The   landfill   siting  underwent   significant   environmental   and   amenity   studies   prior   to   receiving   planning   and  EPA   approvals.   As   a   complementary   activity   the   siting   of   an   SPF   at   this   location   is  environmentally   and   financially   logical,   and   there   are   numerous   examples   of   landfills   and  SPF’s   operating   on   the   same   site   on   the   mainland,   in   similar   proximity   to   the   nearest  residential   and/or   rural   activities.   Truck   movements   are   also   minimized   as   the   treated  wastes  will  only  need  to  be  moved  a  few  hundred  metres  to  a  disposal  cell.    The  co-­‐location  of  waste  related  activities  provides  an  opportunity  for  waste  management  research  activities  leading  to  better  understanding  and  management  of  wastes  with  end  of  life  possibilities  other  than  disposal  in  engineered  landfill  cells.    Commitment   3:   The   proposed   SPF   will   be   constructed   inside   the   existing   landfill  boundary,   next   to   the   currently   permitted   Stage   1   area,   and   will   be   constructed   on   a  compacted  clay  base,  overtopped  with  a  concrete  slab  (Attachment  3.).    

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7 Potential  Environmental  Impacts  and  Their  Management  

7.1 Surface  water  system     Surface   water   will   be   diverted   around   the   proposed   SPF   by   perimeter   drains.   Rainwater  falling  on  the  roofed  section  will  be  captured  for  recycling  either  in  the  treatment  process  or  for  firefighting  (Attachment  4.).      Commitment  4:  Surface  water  will  be  diverted  away  from  the  proposed  SPF  by  cut-­‐off  drains  designed  to  handle  a  1:50  year  rainfall  event  of  24  hours  duration.  

7.2 Ground  water    The   design   of   the   facility   will   isolate   operations   from   groundwater   effects   through  engineered  sub  grades  and  concrete  paved  areas.  Roofing,  bunding  and  designed  draining  systems   will   protect   the   underlying   ground   from   contamination.   No   liquid   waste   will   be  accepted  at   the  proposed  SPF  and  any   collected  waters   that   cannot  be   reused  within   the  SPF  will  be  tested  and  disposed  of  accordingly.    

7.3 Air      There  will   be  no  uncontrolled   contaminated  gas  emissions   from   the   treatment  processes.  The   chemistry   or   physics   of   treatment   methodologies   is   carefully   analyzed   before   any  process   is   applied,   and   usually   preceded   by   treatment   trials   of   smaller   representative  samples   in   a   controlled   laboratory   environment.   Vapour   extraction   through   filters   and  trapping  equipment  will  be  used  where  applicable.  Dust  will  be  managed  by  water   sprays  carefully  applied  to  minimize  excess  runoffs.  

7.4 Litter  (including  during  transport)    The   types   of   material   to   be   processed   at   the   proposed   SPF   will   be   mainly   soil,   some  industrial  by  products  etc.  but  no  paper  or  other   litter  creating  materials.  Trucks  will  have  covers  to  prevent  dust  or  losses  in  transit.  

8 PART  C  –  Potential  Environmental  Effects  

8.1 Flora  and  Fauna   The   location  of   the  proposed  SPF   is  next   to   the  boundary  of   the   current   landfill   footprint  adjacent   to   the  main  haul   road.   The  proposed   SPF  will   have   a   footprint   of   approximately  1,000  m2  with  a  surrounding  buffer  of  approx.  4,000  m2.    

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 A  specialist  survey  of  the  flora  of  the  current  landfill  footprint  and  its  surrounds  (Mendel  L,  A  Flora  Survey  of   the  Proposed  Sorell  Council   Landfill,  AGC  Woodward  Clyde  Pty  Ltd   (1996))  revealed  that  the  landfill   is  within  an  area  that  has  suffered  high  levels  of  disturbance  and  significant   alteration   to   native   vegetation   communities.   No   species   or   vegetation  communities  of  conservation  significance  were  recorded  at  the  site.  It  was  then  concluded  that   the   landfill   would   have   no   deleterious   effects   on   botanical   values   and   a   similar  conclusion  can  be  drawn  on  the  establishment  of  the  proposed  SPF  (Attachment  2.).    The   North   Barker   Botanical   and   Fauna   Habitat   Assessment   (March   2007)   (North   Barker  Ecosystem   Services   Copping   Landfill   Site  Management   Plan,   Botanical   and   Fauna   Habitat  Assessment  March   2007)   shows   the   site   of   the   proposed   SPF   as   having   been   selectively  logged,  with  no  threatened  flora  or  fauna  in  the  vicinity.  

8.2 Rivers,  creeks,  wetlands  and  estuaries   No  storm  water  or  contaminated  water  will  be  discharged  off  site.      Commitment  4:  Surface  water  will  be  diverted  away  from  the  proposed  SPF  by  cut-­‐off  drains  designed  to  handle  a  1:50  year  rainfall  event  of  24  hours  duration.    Commitment  5:  The  proposed  SPF  will  not  generate  any  excess  contaminated  liquids.  

 

8.3 Weeds  and  Vermin    The  nature  of  the  waste  expected  to  be  treated  in  the  proposed  SPF  will  not  be  attractive  to  vermin.   In   any   event   site   procedures   including   temporary   covers   where   applicable   will  minimize  any  risks  in  this  regard.    

8.4 Significant  areas   Not  applicable  to  proposed  SPF  location.  

8.5 Coastal  zone   Not  applicable  to  proposed  SPF  location.  

8.6 Marine  areas   Not  applicable  to  proposed  SPF  location.  

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8.7 Air  emissions   The   treatment   types   proposed   may   produce   air   emissions,   predominantly   dust,   carbon  dioxide  and  in  some  cases  water  vapour.    To  minimise  the  possibility  of  air  emission  the  following  practices  shall  be  employed:  

1. Water  spraying  when  required;  2. Dust  screens  will  be  used  at  the  perimeter  of  the  site  such  as  shade  cloth  

erected  on  the  perimeter  fences;  3. Heavy  vehicles  entering  and  leaving  the  site  will  be  covered  at  all  times;  4. Works   involving   potential   dust   or   odour   generating   activities   will   be  

scheduled  to  avoid  strong  wind  forces  (above  63km/hr)  when  possible;  5. Vehicle   and   machinery   movements   during   the   construction   works   will   be  

restricted  to  designated  areas;  6. Vehicle  speed  limits  of  10km/hr  will  be  imposed  on  all  vehicles  on  site;  7. Equipment  will  be  operated  in  a  proper,  efficient  and  correct  manner  which  

includes  proper  maintenance  in  order  to  minimise  exhaust  emissions;  8. Should  visible  dust  emissions  occur  at  any  time,  works  generating  the  dust  

emissions  will  cease,  so  that  emissions  of  visible  dust  cease;  9. Odour  emissions  from  the  site  which  could  adversely  affect  air  quality  or  the  

amenity  of  the  local  area  are  to  be  monitored.  The  following  techniques  will  be  used  to  minimise  potential  odours  associated  with  SPF  operations:    

9.1   An   odour   misting   system   will   be   available   where   required,   for  application   of   odour   suppressants   along   the   perimeter   of   the  remediation  works  zone;  9.2  If  necessary  the  trailer  mounted  Finn  hydro  seeder  combined  with  cover   spray   (Enviro-­‐Cover)   will   be   utilised   to   encapsulate   odorous  stockpile  surfaces  as  required;  and  9.3  Weather   forecasts  will  be  checked  daily   to  program  works   for   the  following  day.    

 Solidification,  immobilization  or  fixation  are  mechanical  treatment  methods  where  different    reagents2  are  added  in  predetermined  proportions  via  specialized  equipment  to  immobilize  or   render   the   contaminant   stable   and   non-­‐leaching.   These   treatments   cover   mostly  inorganic  contaminants  e.g.  metals.   2 Typical   reagents   used   in   treatments   are:   Magnesium   oxide   –   a   fine   white   powder   that   is   fit   for   human  consumption,  it  is  also  used  in  some  pharmaceuticals  as  an  antacid  to  treat  upset  stomachs.  Milk  of  magnesia  is  a  hydrated  form  of  magnesium  oxide;  Portland  Cement  –  a  common  concrete  additive;  Lime  –  Mainly  used  for    agricultural  applications,  water  treatment,  sugar  refining;  FlyAsh  –  fine  black  ash  powder  which  is  a  benign  byproduct   of   paper   mills,   which   is   also   used   as   a   concrete   additive;   Sodium   sulphide   –   used   in   paper  manufacturing,  water   treatment,   detergents   and   also   used   as   a   food   preservative;   Ferric   Chloride   –   used   in  sewage   treatment   and   drinking   water   production;   Activated   carbon   –   water   purification   (in   most   common  household   water   filters),   also   used   by   the   medical   profession   -­‐   given   orally   as   a   method   to   prevent   the  absorption   of   poison   by   the   stomach;   Superphosphate   –   agriculture   application   as   fertiliser;   Compost   –   a  common  additive  used  in  bioremediation,  the  same  as  the  compost  you  may  use  in    your  garden.  

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 Bioremediation   treatments   (composting)   for   organic   contaminants   involve   accelerating  natural   biological   processes  by   adding  nutrients   for  naturally  occurring  bacteria  or   adding  bacteria  that  specifically  convert  certain  organics.  The  bacteria  used  are  the  same  bacteria  that   you   would   find   in   a   backyard   compost   bin.   These   accelerated   composting   type  processes  are  naturally  occurring  and   thus  do  not  present  an  emissions   issue,  even  under  accelerated   circumstances.   In   some   cases   we   may   forcibly   extract   volatile   organics,   like  petrol,   diesel   or   oils,   through   aeration   at   which   time   we   would   direct   them   through  absorbent  filters  to  capture  the  volatile  organics.    In  summary,  metal  contaminants  can  be  chemically  altered  to  a  non-­‐leaching/safe  state,  or  alternatively  bound  up  in  a  secure  matrix  to  prevent  release.  Organic  contamination  such  as  oils  or  fuel,  can  be  similarly  secured  in  a  binding  matrix  or  the  organics  can  be  consumed  by  enhanced  biological  actions  i.e.  bioremediation.      

8.8 Liquid  effluent   The   proposed   SPF   will   be   constructed   to   contain   any   effluent   or   leachate   that   may   be  generated  from  processing  or  treatment.  There  will  not  be  any  discharges  of   liquid  wastes  off   the  site,  and  the  usual  case   is  that  water  has  to  be  added  to  soil  or  waste  as  part  of  a  treatment  process.      To  minimise  the  possibility  of  contaminated  run  off,  a  shelter  will  be  constructed  to  shield  the  soil  from  rain  events  and  will  also  enable  rainwater  capture  (Attachments  5.  and  6.).  In  the  unlikely  event  that  there  is  excess  clean  storm  water  collected,  it  will  be  transferred  or  discharged  for  use  on  site.  Any  collection  of  contaminated  waters  will  be  stored  for  reuse  in  the  processing  of  contaminated  materials  or  directed  to  the   landfill   leachate  management  system.  In  the  latter  case,  the  liquid  would  be  analyzed  to  ensure  that  it  meets  the  landfill  leachate  compatibility  criteria.      The  constructed  works  will  also  take  account  of  excess  surface  water  events  or  floods,  and  the  main   storage   area   floor  will   be   slightly   raised  with   strategic   bunds.   It   is   not   expected  that  there  will  be  more  than  a  few  hundred  tonnes  on  site  at  any  one  time  minimizing  the  possibility   of   contamination   through   a   flood   event.   The   acceptance   protocols   will   be  underpinned   by   the   assessment   of   suitability   for   treatment   and   the   timeframe   for  treatment,   and   if   extremes   of   weather   are   predicted   the   wastes   can   be   deferred   from  acceptance  at  Copping  until  the  weather  improves.    Commitment  1:  The  proposed  SPF  will  only  accept  controlled  waste  by  prior  agreement  with   waste   generators   and   transported   to   the   site   by   a   controlled   waste   transporter  registered  by  the  EPA  Tasmania  in  accordance  with  relevant  controlled  waste  regulations.      Commitment  4:  Surface  water  will  be  diverted  away  from  the  proposed  SPF  by  cut-­‐off  drains  designed  to  handle  a  1:50  year  rainfall  event  of  24  hours  duration.  

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 Commitment  5:  The  proposed  SPF  will  not  generate  any  excess  contaminated  liquids.    Commitment  6:   The  waste  or   soil  will  be   stored  undercover  with   strategic   side  walls,  protected  from  wind  and  rain,  until  the  treatment  process  is  implemented.      

8.9 Solid  wastes   In  most  cases  solid  wastes  of  a  lower  classification  will  be  produced  following  the  treatment  of   previously  more  hazardous   solid  wastes.   The   treated  material  will   then  be   analyzed   to  ensure  that  the  contaminants  have  been  removed  or  modified  and  that  the  wastes  comply  with   the   disposal   guidelines   for   acceptability.   Solid   wastes   produced   from   the   treatment  processes  will  be   landfilled  at  Copping  as  per  other   contaminated   soils,  or   if   clean  can  be  used  as  rehabilitation  material  or  daily  cover.      

8.10 Noise  emissions   The  potential   noise   impacts   associated  with   the  proposal   are   considered   insignificant  due  to:  

• The   isolation   of   the   site   and   the   fact   the   landfiIl   and   the   proposed   SPF   are   in   a  valley.  

• The  equipment  proposed  has  demonstrated  noise  levels  at  10  metres  of  80  db    The  existing  landfill  operation  began  in  2001.  There  have  been  no  complaints  about  noise  in  the  12  years  that  the  landfill  has  been  operational.  The  proposed  SPF  will  not  add  to  existing  noise  levels.    

8.11 Transport  impacts      The   landfill   is   currently   serviced   by   main   roads   used   extensively   by   large   vehicles.   The  vehicles  delivering  the  soil  to  the  proposed  SPF  will  be  trucks  or  truck  and  trailers  licensed  by  EPA  Tasmania  for  the  Transport  of  Wastes  as  well  as  complying  with  Dangerous  Goods  Regulations   when   required.   The   vehicles   are   typical   of   some   vehicles   already   using   the  landfill   facility,   but   not   as   large   as   the  waste   transfer   semi-­‐trailers   operated   by   Southern  Waste.   The   proposed   SPF   could   accept   up   to   12,000   tonnes   per   annum,   although   the  expected   throughput   will   be   of   the   order   3,000   tonnes   per   annum,   with   the   transport  equivalent  being  2  to  3  truck  and  trailers  per  week.        Scenario   Tonnes  /  year   Tonnes  /  week   Truck/trailers  per  week  Maximum   12,000   231   9  Expected   3,000   58   3  

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   This  will  not  add  significantly  to  the  traffic  currently  on  the  Arthur  Highway  (currently  3,300  heavy  vehicles  per  day)  or  to  the  total  traffic  levels  bringing  waste  to  Copping  currently.  In  fact  it  is  expected  that  some  of  the  loads  delivered  to  the  proposed  treatment  facility  would  otherwise  be  delivered  to  the  proposed  C  cell,  so  that  truck  movements  in  addition  to  the  currently  approved  operations  will  be  negligible.  

9 Other  Off-­site  Impacts    The  zoning  or  use  of  the  surrounding  land  is  consistent  with  the  proposed  development.  The  predominant  zoning  of  land  adjacent  to  the  site  under  the  Sorell  Planning  Scheme  comprises  Rural  and  Forestry  Zoning.  These  zones  will  retain  broad-­‐acre  land  uses  compatible  with  the  proposed  SPF.      Sensitive   land  users  closest  to  the  proposed  SPF  are  the  Blue  Hills  Sporting  Shooters  Club.  The   club   sub-­‐leases   the   land   from   the   Authority.   The   proposed   SPF   will   not   affect   their  activities.    The   closest   house   to   the   proposed   SPF   is   approximately   2.4km   to   the   north.   The   closest  residential  area  to  the  proposed  SPF  is  the  settlement  of  Copping,  approximately  3.5km  to  the  northeast.    There  are  no  primary  industry  activities  in  the  locality  that  would  be  particularly  sensitive  to  the  development.  The  only  notable  primary  industry  activity  in  the  region  comprises  oyster  farms   in  Pittwater,  approximately  15km  distant,  with  no  possibility   that  any  contaminants  could  be  released  and  affect  their  Industry.    The  other  main  land  use  in  the  area  is  forestry.  This  will  not  be  affected  by  the  proposal.  

9.1 Dangerous  substances  and  chemicals   Some  of  the  treatment  additives  or  reagents  used  for  soil  and  waste  processing  are  covered  by   Dangerous   Goods   legislation,   however   the   treatment   approach   is   based   on   treatment  trials  as  a  precursor,  and  only  the  amount  of  reagent  required  is  delivered  on  a  “just  in  time”  program.  It  is  not  usual  for  soil  processing  facilities  to  store  dangerous  substances,  another  factor  being  that  treatment  methodologies  vary  considerably.  Full  MSDS’s  (Material  Safety  Data   Sheets)  will   be   available   as  well   as   SWMS   (Safe  Work  Method   Statements)   for   each  process  and  product.  

9.2 Site  contamination     There  will  be  no  residual  site  contamination.      

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Commitment  7:  On  the  proposed  SPF  closure,  all  infrastructure  will  be  removed  unless  required  for  other  purposes.  The  underlying  soil/clay  will  be  tested  for  contamination  and  treated  or  disposed  of  accordingly.  

9.3 Sustainability  and  climate  change   Possible   climate   change   impacts   can   be   accommodated   at   the   proposed   SPF   over   its  expected   life   span.   Materials   are   received   for   processing   by   prior   application   and   in   the  event  that  extreme  weather  conditions  are  forecast,  materials  receival  can  be  deferred.  The  SPF  is  somewhat  isolated  from  the  surrounding  landform  with  good  drainage,  and  the  soil  or  waste   is  undercover  surrounded  by  walls.  Additional  temporary  walls,  silt  bunding  or  even  containerization   will   ensure   that   no   fugitive   escape   of   product   occurs.   Sustainability  principles  are  enhanced  by  the  operation  of  such  a  facility.  

10 Cultural  Heritage   An  assessment  of  Aboriginal  Heritage  was  carried  out  by  D.  Robertson   in  December  1996.  This  assessment  did  not  identify  any  relevant  site  or  artifacts  in  or  around  the  area  proposed  for  the  SPF.  Again  we  stress  the  small  footprint  of  the  proposed  SPF.  

11 Sites  of  High  Public  Interest   There  are  no  sites  of  high  public  interest  close  to  the  proposed  SPF.  

12 Rehabilitation     The  footprint  of  the  proposed  SPF  operational  area  has  been  purposely  kept  to  a  minimum  (1,000  m2,  see  Attachment  5.)  and  thus  infrastructure  can  be  removed  or  relocated  easily  at  the  end  of  its  useful  life,  either  at  a  point  in  time  when  no  further  wastes  require  treatment  or  when  the  proposed  SPF  area  is  incorporated  into  the  operating  landfill  footprint.      

 

Commitment  7:  On  the  proposed  SPF  closure,  all  infrastructure  will  be  removed  unless  required  for  other  purposes.  The  underlying  soil/clay  will  be  tested  for  contamination  and  treated  or  disposed  of  accordingly.  

 

13 Part  D  –  Management  Commitment  Summary        Commitment  1  –  Waste  Acceptance:  The  proposed  SPF  will  only  accept  controlled  waste  by  prior  agreement  with  waste  generators  and  transported  to  the  site  by  a  controlled  

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waste   transporter   registered  by   the   EPA  Tasmania   in   accordance  with   relevant   controlled  waste  regulations.      Commitment  2   -­  Security:  An   internal   safety   fence  will   be   constructed  around   the  SPF  facility.  The  fence  will  be  designed  to  prevent  uncontrolled  vehicular  and  foot  access  to  the  area.      Commitment  3  -­  Location:  The  proposed  SPF  will  be  constructed  inside  the  existing  landfill  boundary,  next  to  the  currently  permitted  Stage  1  area,  and  will  be  constructed  on  a  compacted  clay  base,  overtopped  with  a  concrete  slab  (Attachment  3.).      Commitment  4  –  Surface  Water  management:  Surface  water  will  be  diverted  away  from  the  proposed  SPF  by  cut-­‐off  drains  designed  to  handle  a  1:50  year  rainfall  event  of  24  hours  duration.    Commitment   5   –   Liquid   Waste   Management:   The   proposed   SPF   will   not  generate  any  excess  contaminated  liquids.    Commitment  6  -­  Storage:  The  waste  or  soil  will  be  stored  undercover  with  strategic  side   walls,   protected   from   wind   and   rain,   until   the   treatment   process   is   implemented  (Attachments  5.  And  6.).      Commitment  7  –  Site  Contamination/Closure:  On  the  proposed  SPF  closure,  all  infrastructure  will  be  removed  unless  required  for  other  purposes.  The  underlying  soil/clay  will  be  tested  for  contamination  and  treated  or  disposed  of  accordingly.  

Commitment   8   –   Operations   Personnel:   Appropriately   qualified   and  experienced  personnel  will  supervise  the  treatment  processes.      Commitment  9  –  Waste  Types  and  Storage:   Reactive  wastes  or   soils   received  for  treatment  will  be  separated  by  the  placement  of  intervening  non-­‐reactive  wastes  or  soils  or  barriers,  if  the  material  cannot  be  accepted  when  there  is  no  other  material  present.    

14 Part  E  –  Public  Consultation   The   proposed   SPF   footprint   and   impact   are  minimal   when   compared   to   the   scale   of   the  landfill  operation.    The  proposed  SPF  shall  be  advertised  as  required  for  planning  approval,  however  no  direct  consultation  is  proposed.      A  local   interested  group  involved  in  the  proposed  C  cell  development  has  been  advised  by  email   of   the   proposed   SPF,   and   it   has   been   included   in   the   news   items   on   the   Southern  Waste  Solutions  website  on  5  November  2012  (http://swstas.com.au/news/)  and  in  a  recent  press  release.  

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15 Potential  Social  and  Economic  Impacts  

15.1 Buffer  Distances  from  Adjacent  Land  Uses   The   zoning   of   surrounding   land   is   compatible   with   the   proposed   development.   The  predominant  zoning  of  land  adjacent  to  the  site  under  the  Sorell  Planning  Scheme  comprises  Rural  and  Forestry  Zoning.  These  zones  will  retain  broad-­‐acre  land  uses  compatible  with  the  proposed  SPF.      The   land  users   closest   to   the  proposed  SPF  are   the  Blue  Hills   Sporting  Shooters  Club.  The  club  sub  leases  the  land  from  the  Authority.  The  proposed  SPF  will  not  affect  their  activities.    The   house   closest   to   the   proposed   SPF   is   approximately   2.4km   to   the   north.   The   closest  residential  area  to  the  proposed  SPF  is  the  settlement  of  Copping,  approximately  3.5km  to  the  northeast.    There  are  no  primary  industry  activities  in  the  locality  that  would  be  particularly  sensitive  to  the  development.  The  only  notable  primary  industry  export  activity  in  the  region  comprises  oyster  farms  in  Pittwater,  approximately  15km  distant.    The  other  main  land  use  in  the  area  is  forestry.  This  will  not  be  affected  by  the  proposal.  

 As   stated  above,  waste  delivered   to   the  proposed  SPF  will  be   subject   to  analytical   testing  and  comply  with  EPA  regulatory  requirements  prior  to  delivery.    Only  certain  specific  wastes  will  be  accepted  at  the  proposed  SPF.  Liquid  or  semi  liquid  waste  will  be  excluded  with  the  wastes  to  be  treated  expected  to  be  contaminated  soil  or  industrial  residues.      The   proposed   SPF   shall   accept  waste   that   it   is   currently   not   contained   or   stored   in   ideal  locations,  and  may  be  currently  stored  in  the  general  community  or  near  waterways.      Potential   sources   of   waste   that   could   be   processed   through   the   proposed   SPF   are   from  industrial  operations  or  waste  repatriated  from  the  Antarctic.    The   overall   site   at   Copping   is   704   hectares   in   area.   The   site   includes   a   minimum   buffer  distance  of  approximately  200  metres  to  land  in  separate  ownership  in  all  directions  except  the  south  west.  The  distance  to  separate  ownership  to  the  south  west  is  approximately  75  metres,  where  land  comprises  native  forest.    The   subject   site   has   been   noted   to   have   the   following   attributes   with   respect   to  development:    • High  accessibility,  and  a  limited  requirement  for  traversing  residential  areas;  • Proximity  to  identified  major  sources  of  waste  (Nyrstar,  Antarctic  shipping);  • Strategic  location  in  relation  to  the  Arthur  Highway;  

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• Capability  for  provision  of  sufficient  void  space;  • Significant  distance  from  potentially  conflicting  existing  and  proposed  land  uses;  • Ability  to  provide  adequate  buffers  to  support  a  long  term  operation;  • Suitable  hydro  geological  conditions;  • Significant   clay   and   gravel   resources,   which   could   be   used   in   the   construction   and  

operation  of  the  proposed  SPF;  • Sited  within   existing   landfill   zoned   boundaries   ,   ensuring   that   it   would   not   have   any  

effects  on  botanical  values;  • No   zoological   species   requiring   special   consideration   in   regards   to   conservation   have  

been  identified;  and  • No  fatal  flaws  that  would  prevent  development  of  a  proposed  SPF  on  the  site  have  been  

identified.  

16 Protection  of  the  Environment   Environmental  issues  are  high  on  the  community  agenda  and  protection  of  the  environment  is   of   necessity   a   key   aim  of   the  Government,   Southern  Waste   Solutions   and   Enviropacific  Services  Pty  Ltd.  The  latter  has  completed  well  over  1,000  remediation  projects  in  all  States  of   Australia   and   possesses   a   vast   amount   of   knowledge   on   contamination   and   the  remediation  processes.        The  possible  impacts  on  community  health  and  amenity  have  been  well  researched  as  there  are  many  similar  operations   in  Australia  and  worldwide.  The   treatment  processes  have  all  been  carried  out  many   times  before  and   the   risks/hazards  are  well   known  and  controlled  ensuring  negligible  possibility  of  contaminant  release.      The  proposed  SPF  features  an  appropriately  designed  site  access,  natural  screening,  location  of  the  proposed  SPF  within  an  existing  landfill  environment  and  the  relative  isolation  of  the  site  with  respect  to  residential  areas.    

17 Maximum  Use  of  the  Copping  Facility     The   Copping   landfill   is   the   best   location   within   Tasmania   for   a   proposed   SPF   with  consideration  of   the  existing   landfill   location  and  controls.   It   is  appropriate  that  maximum  use  is  made  of  this  scarce  resource.  The  location  of  the  proposed  SPF  is  enhanced  by  close  proximity   to   landfill   operations   minimizing   transport   of   waste   and   providing   a   focus   for  environmental   initiative   with   respect   to   waste   minimization.   The   proposed   SPF   also  promotes  the  cross  utilization  of  materials  enabling  reuse  in  some  cases  where  a  particular  waste  stream  is  used  to  treat  another  waste  stream.    

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17.1 Cost  Effective  Use  of  Public  Funds  

The  Authority   is  a  Local  Government  owned  entity,  and  has  a   responsibility   to  manage   its  finances  cost  effectively.  The  proposed  SPF  will  be  self-­‐funding  over   its  expected  use,  with  waste  providers  paying  a  fee  per  tonne  that  will  ensure  full  cost  recovery.  

17.2 Future  Flexibility  

Flexibility  of   the  proposed  SPF  design  and  management   is   essential   because   the  quantity,  source  and  nature  of  waste  needing  to  be  disposed  of  are   likely   to  change  over  time.  The  proposed  SPF  is  expected  to  have  a  life  of  approximately  20  years.    

18 References  

Department  of  Primary  Industries,  Water  and  Environment  (2004)  Landfill  Sustainability  Guide.  Available:  http://swstas.com.au/site-­‐media/swstas/media/landfill-­‐sustainability-­‐guide.pdf  

Environment  Protection  and  Heritage  Council  and  the  Department  of  Environment,  Water,  Heritage  and  the  Arts  (2010)  National  Waste  Report.    Available:  http://www.environment.gov.au/wastepolicy/publications/national-­‐waste-­‐report.html  

EPA  Tasmania  (2012)  Classification  and  Management  of  Contaminated  Soil  for  Disposal;  Information  Bulletin  No.  105.  Available:  http://epa.tas.gov.au/Documents/IB105_Classification_and_Management_of_Contaminated _Soil_Nov_2010.pdf  

Sorell  Council  (1993)  Sorell  Planning  Scheme.  Available:  http://www.sorell.tas.gov.au/component/docman/doc_view/305-­‐sorell-­‐planning-­‐scheme-­‐1993-­‐incl-­‐modified-­‐planning-­‐directive-­‐no-­‐4  

Sustainable  Infrastructure  Australia  (2008  )Draft  Report:  Current  and  Future  Controlled  Waste  Practices  in  Tasmania.  Available:    

http://swstas.com.au/site-­‐media/sws/media/sia-­‐controlled-­‐waste-­‐practices-­‐200801.pdf  

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Attachments:  1. General  location  map2. Weeds,  threatened  flora  etc.3. Location  with  respect  to  site  features4. Conceptual  Design5. Site  and  Floor  Plan  Layout6. Site  Elevations7. Information  Bulletin  No.  105  Environmental  Management  and  Pollution

Control  (Waste  Management)  Regulations  2010  Classification  andManagement  of  Contaminated  Soil  For  Disposal  (November  2012)

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PROPOSED SOIL PROCESSING FACILITYPROPOSED SOIL PROCESSING FACILITY

Attachment 1

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Environmental & Fire Management Plan 35

Figure 4: Weeds, threatened flora and other significant features mapped at the Copping RefuseDisposal Site. Map prepared by North Barker Ecosystem Services 2007

PROPOSED SOILPROCESSING FACILITYPROPOSED SOILPROCESSING FACILITY

Attachment 2

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Attachment 3

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Attachment 4

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Attachment 5

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Attachment 6

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Information Bulletin No.105 Classification and Management of Contaminated Soil for Disposal

Revised November 2012 1

Level 6, 134 Macquarie Street, Hobart TAS GPO Box 1550, Hobart, TAS 7001 Australia

INFORMATION BULLETIN No. 105

Environmental Management and Pollution Control (Waste Management) Regulations 2010

CLASSIFICATION AND MANAGEMENT OF CONTAMINATED SOIL FOR DISPOSAL

November 2012

1. IntroductionThis bulletin defines the criteria used by the Environment Protection Authority (EPA) for the classification of contaminated soil that requires treatment and/or off-site disposal, and outlines the management of each classification in accordance with the Environmental Management and Pollution Control (Waste Management) Regulations 2010 (the ‘Regulations’). Although criteria set out in this bulletin have been determined for soil, they may be applicable to the classification of other solid waste material on an ‘as needs basis’ (see section 2.2.3). Please note, for the purposes of this Bulletin soil also includes dredge spoil (refer Section 2.2.5).

This bulletin is designed to be used by waste producers, consultants, local government, waste transporters and landfill operators that are responsible for determining whether potentially contaminated soil is suitable to be disposed of at a landfill, in assessing alternative options for contaminated soil management and how to make an application for disposal approval to the EPA.

The EPA encourages effective waste management by promoting on-site remediation, treatment and/or re-use, where appropriate, as the preferred options for dealing with contaminated soil. In accordance with the hierarchy of waste management options, direct disposal of soil to landfills should be used only when no other approved method of dealing with the contaminated soil is available. For further details on these waste management principles, see Section 1.2 of the Landfill Sustainability Guide 2004 (DPIWE, 2004).

Treatment, re-use options and disposal of soil will be assessed and approved on a case by case basis by the Director, EPA (‘the Director’) or the Director’s delegate.

2. ClassificationThe EPA uses 4 categories to classify contaminated soil: (Level 1) Fill Material; (Level 2) Low Level Contaminated Soil; (Level 3) Contaminated Soil; and (Level 4) Contaminated Soil for Remediation, Table 1 below summarises each classification.

Criteria in Table 2 below shows the maximum total concentration, and the maximum leachable concentration values for specific pollutants that are used to classify soil for off-site disposal. For soils classified as potentially acid sulfate soils (PASS), the criteria in Table 2 do not apply. Determination of risk associated with these soils should be conducted in line with the Tasmanian Acid Sulfate Soil Management Guidelines published by Department of Primary Industries, Parks, Water and Environment (refer Section 2.2.5).

Potentially contaminated soils are classified by analysis of representative samples of the soil and comparison of the results to the chemical concentrations given in Table 2.

Attachment 7

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Information Bulletin No.105 Classification and Management of Contaminated Soil for Disposal

Revised November 2012 2

It is not necessary to sample for all contaminants listed in Table 2 for soil classification. However, all contaminants that are reasonably likely to be present in the soil above background levels should be included in the sample analysis. Generally, where a leachable concentration is prescribed in Table 2 that value takes precedence over the total concentration and is used as the sole determinant of final classification for disposal (see section 2.2.4 for further information). Please note that these values in Table 2 are not to be interpreted as clean up target levels for certain land uses. Table 1. Summary of the classification process

Classification (with reference to Table 2)

Controlled Waste1

Comments

Fill Material2

(Level 1)

Soil that exhibits levels of contaminants below the limits defined under Fill Material in Table 2.

Unlikely Soil classified as Fill Material can still be a ‘pollutant’ under the Environmental Management and Pollution Control Act 1994 and needs to be responsibly managed.

Low Level Contaminated Soil

(Level 2)

Soil that exhibits levels of contaminants above the limits defined under Fill Material but below the limits defined under Low Level Contaminated Soil in Table 2.

Likely Where leachable concentrations have not been prescribed, maximum total concentrations will be used to classify the soil.

Contaminated Soil

(Level 3)

Soil that exhibits levels of contaminants above the limits defined under Low Level Contaminated Soil but below the limits defined under Contaminated Soil in Table 2.

Yes Where leachable concentrations have not been prescribed, maximum total concentrations will be used to classify the soil.

Contaminated Soil for Remediation

(Level 4)

Soil that exhibits levels of contaminants above the limits defined under Contaminated Soil in Table 2 (regardless of the maximum total concentrations) is generally not considered acceptable for off-site disposal without prior treatment.

Yes Soil that contains contaminants that do not have criteria for leachable concentrations (e.g. petroleum hydrocarbons), and the levels of contaminants exceed the maximum total concentrations listed in Contaminated Soil, are generally classified as Contaminated Soil for Remediation.

1 Controlled Waste is defined in the Environmental Management and Pollution Control Act 1994. 2 Criteria for Fill Material are the limits set by the Director for the purposes of R.9(2)(a)(ii) in the Regulations.

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Information Bulletin No.105 Classification and Management of Contaminated Soil for Disposal

Revised November 2012 3

Table 2. Maximum total concentration and leachable concentration values permitted for waste classification

(Note, does not apply for material classified as PASS, refer section 2.2.5)

FILL MATERIAL

Level 1

LOW LEVEL CONTAMINATED SOIL

Level 2

CONTAMINATED SOIL Level 3

CONTAMINANT Maximum total concentration

mg/kg dry weight

Maximum total concentration

mg/kg dry weight

Maximum (TCLP) leachable

concentration (pH 5.0 extract) mg/L

Maximum total concentration

mg/kg dry weight

Maximum (TCLP) leachable

concentration (pH 5.0 extract) mg/L

Arsenic 20 200 0.5 750 5

Barium 300 3,000 35 30,000 350

Beryllium 2 40 1 400 4

Cadmium 3 40 0.1 400 0.5

Chromium (total) 50 500 0.5 5,000 5

Chromium (VI) 1 200 NA* 2,000 NA

Copper 100 2,000 10 7,500 100

Cobalt 100 200 NA 1,000 NA

Lead 300 1,200 0.5 3,000 5

Manganese 500 5,000 25 25,000 250

Mercury (total) 1 30 0.01 110 0.1

Molybdenum 10 1,000 2.5 4,000 20

Nickel 60 600 1 3,000 8

Selenium 10 50 0.1 200 1

Silver 10 180 0.5 720 5

Tin (total) 50 500 NA 900 NA

Zinc 200 14,000 25 50,000 250

Tributyltin (reported as

Sn)

0.005 0.07 0.05 0.7 0.5

Aldrin + Dieldrin 2 20 0.003 50 0.03

DDT + DDD + DDE 2 200 0.2 1,000 2

Benzo(a)pyrene 0.08 2 0.0005 20 0.005

Phenols 25 500 14 2,000 50

C6-C9 petroleum hydrocarbons

65 650 NA 1,000 NA

C10-C36 petroleum hydrocarbons

1,000 5,000 NA 10,000 NA

Polycyclic aromatic hydrocarbons (total)

20 40 0.0005 TEQ**

200 NA

Polychlorinated biphenyls (PCBs)

2 20 0.001 50 0.002

Benzene 1 5 0.05 50 0.5

Toluene 1 100 1.4 1,000 14

Ethylbenzene 3 100 3 1,080 30

Xylene (total) 14 180 5 1,800 50

Cyanide (total) 32 1,000 1 2,500 10

Fluoride 300 3,000 15 10,000 150

*NA – a leachable concentration has not been prescribed (refer Table 1 above) ** For guidance refer to http://epa.tas.gov.au/regulation/document?docid=1083

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Information Bulletin No.105 Classification and Management of Contaminated Soil for Disposal

Revised November 2012 4

2.1 Controlled waste Contaminated soil may or may not be a controlled waste as defined in the National Environment Protection Measure for the Movement of Controlled Waste between States and Territories (NEPC, 1998) and the Environmental Management and Pollution Control Act 1994 (EMPCA) and as further prescribed in the Regulations. Soil and other material reasonably suspected to be a controlled waste must be sampled and analysed to determine whether it is a controlled waste before that waste can be removed from the site (R.6(3) of the Regulations). This generally includes, but is not limited to soil that is from a site that is used, or has been used, for an activity listed in Table 3 and is likely to be contaminated. Special provisions apply to the management of controlled waste, as detailed in section 3 of this bulletin. As a general rule all Low Level Contaminated Soil, Contaminated Soil and Contaminated Soil for Remediation that is intended for treatment, re-use or disposal should be managed as controlled waste unless sampling proves otherwise.

2.2 Sampling and analysis

The waste producer is responsible for organising the sampling and analysis of potentially contaminated soil. It is recommended that a suitably qualified person perform all sampling. Additionally, all soil sampling should be conducted in accordance with the relevant Australian Standards, which include:

AS 4482.1-2005 Guide to the investigation and sampling of potentially contaminated soil. Part 1: Non-volatile and semi-volatile compounds (and any subsequent editions)

AS 4482.2-1999 Guide to the sampling and investigation of potentially contaminated soil. Part 2: Volatile substances (and any subsequent editions)

In the case of potentially Acid Sulfate Soils, the Tasmanian Acid Sulfate Soil Management Guidelines published by Department of Primary Industries, Parks, Water and Environment should be consulted.

In-situ sampling is generally not recommended for classification of soils that are to be excavated later for disposal. However, if this method of classification is unavoidable, then the Australian Standards listed above should be adhered to in order to obtain a representative number of samples. All sample analyses must be conducted by a laboratory registered with the National Association of Testing Authorities, accredited for the testing procedures undertaken (‘NATA accredited’), or by a laboratory approved by the Director for the test.

2.2.1 Sampling density

The number of samples required for adequate classification of soil is dependent on the volume of material, the estimated standard deviation of contamination concentrations, and the estimated average concentration. However, as a general rule for homogeneous stockpiled soil one sample should be taken every 25 m3.

2.2.2 Composite sampling

Generally, composite samples are not recommended for classification of soil for disposal. However, composite sampling may assist an environmental program by reducing sampling costs that could be spent elsewhere in the program. Composite sampling is only acceptable for stockpiled soil containing non-volatile contaminants

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and is not an acceptable method for sampling of volatiles such as some hydrocarbon-contaminated soil.

All composite sampling should be undertaken by a suitably qualified person and in accordance with the Australian Standards AS 4482.1-2005 and the National Environmental Health Forum Monograph, Soil Series No. 3 – Composite Sampling, 1996.

2.2.3 Sampling materials other than soil For materials such as contaminated construction materials there are no guidelines available for determining the representative number of samples for testing. Surface scrapings or bored samples may be required to classify the material. The person undertaking the sampling, preferably an environmental consultant should develop a sampling strategy and density that adequately classifies the material.

2.2.4 Leachable fraction In order to classify soil for disposal, the leachable concentrations of metals and some organics should be undertaken. Where a leachable concentration is prescribed in Table 2, generally that value will take precedence over the total concentration value and will be used as the sole determinant of final classification for disposal.

The most appropriate procedure for determining the leachable fraction should be determined in consultation with an environmental consultant, the EPA and the analytical laboratory performing the procedures and with consideration of the waste management goals that are to be achieved. Accepted methods for determining leachable fractions are detailed below: The Toxicity Characteristic Leaching Procedure (TCLP), in accordance with USEPA Method 1311 – SW 846, is used to simulate the leaching of contaminants into groundwater under conditions found in solid waste landfills. The Multiple Extraction Procedure (MEP), in accordance with USEPA MEP Method 1320 – SW 846, is used to simulate leaching from repetitive acid washings and is a more rigorous test of the buffering capacity of the soil than the TCLP. In some circumstances (e.g. for remediation technologies that involve solidification with lime based agents), the MEP would be a more suitable test to determine the long-term stability of soil. There is also an Australian Standard for the preparation of leachates: AS 4439-1997 (parts 1 to 3), Wastes, Sediments and Contaminated Soils: Preparation of Leachates.

2.2.5 Acid sulfate soils Potentially Acid Sulfate Soils (PASS) underlie parts of Tasmania’s coastline and may also underlie inland areas such as peat bogs, salt lakes and wetlands. They are natural soils that contain sulfides (mostly iron sulfides). In an undisturbed and waterlogged state these soils are harmless, but when disturbed (such as dredging estuaries etc), a process of oxidation can produce sulfuric acid in large quantities. As the acid moves through the soil profile it may 'mobilise' or cause the release of metals and other toxins from the soil, which eventually flow into surrounding waterways. Acid Sulfate Soil (ASS) runoff therefore has significant environmental, economic and social impacts. The Tasmanian Acid Sulfate Soil Management Guidelines provide guidance on the level of management required to minimise the risk associated with ASS. The Guidelines also provide criteria to characterise acid sulfate soils. The criteria in Table 2 of this Bulletin do not apply to any soils classified as PASS. Such soils should be managed as potentially acid sulfate soils. Acid Sulfate Soil predictive mapping is available for Tasmania at www.thelist.tas.gov.au. For further information regarding ASS, instructions on how to utilise the predictive mapping, or obtain a copy of the Guidelines, refer to: http://www.dpiw.tas.gov.au/inter/nsf/WebPages/SWEN-83NVBG?open

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3. Re-use or disposal - waste management plan A Waste Management Plan should be developed following the classification of soil to determine whether the soil can be remediated or re-used instead of, or prior to, disposal (see Figure 1, which summaries this process, and section 5 which details the information required). It should be noted that a controlled waste will not be suitable for re-use in sensitive environments such as wetlands, agricultural areas or residential sites. 4. Disposal of contaminated material Classification of soil (as defined in Table 2) will determine the category of landfill to which the soil can be disposed of in accordance with the landfill operator’s permit conditions. If disposal is the only viable management option, all possible efforts should be made to reduce the volume of material requiring disposal by minimising excavated volumes and segregating and sorting of wastes prior to disposal. Waste Type Category A landfill -

Solid Inert Landfill Category B landfill - Putrescible Landfill

Category C landfill - Secure landfill

Level 1 – Fill Material b b b Level 2 – Low Level Contaminated Soil

r b (refer to Section

4.2.2)

b

Level 3 - Contaminated Soil

r r b

Level 4 - Contaminated Soil for Remediation

r r r

See the Landfill Sustainability Guide 2004 (DPIWE, 2004) for further details. 4.1 Disposal of fill material (Level 1) 4.1.1 The off-site disposal of Fill Material is not restricted and may be used as cover in

landfills. 4.1.2 The definition of Fill Material includes inert construction material, soils and rocks,

which have not been contaminated with any substance, and stable asphalt or bituminous pavement material, all of which are generally considered inert for use as ‘fill’. However, soil and other material classified as Fill Material can still be a ‘pollutant’ under EMPCA and must be responsibly managed.

Re-use of fill material

4.1.3 The re-use of Fill Material must not result in environmental harm. Fill Material might contain contaminants above background levels and therefore may not be suitable for all uses, e.g. for sensitive uses such as child play areas, residential uses, or in protected nature reserves

4.1.4 In some cases, unwanted ‘waste’ soils or rock imported from another site to be used

as fill may naturally contain contaminants at levels that are higher than Fill Material criteria due to regional geological characteristics. This material would be regarded

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as unsuitable for re-use if it posed a risk to human health or the environment in its new location. The risk posed by importation of materials with naturally elevated levels of certain contaminants should be assessed by an environmental consultant and the evaluation and supporting information submitted to the Director for approval.

4.2 Disposal of low level contaminated soil (Level 2)Low Level Contaminated Soil may, in some cases, be suitable for disposal as intermediate landfill cover at nominated municipal landfills. Please note that the landfill operator should refuse soil that has not been classified and approved if there is likelihood that acceptance of the material may result in a breach of the landfill operator’s permit conditions.

4.2.2 Approval for the disposal of Low Level Contaminated Soil must be sought from the

landfill operator and the EPA. The information detailed in section 5 of this bulletin must be supplied to the EPA when making an application for approval to dispose of a waste. Landfills at which Low Level Contaminated Soil (Level 2) may be accepted:

Council / Authority Landfill Circular Head Council Port Latta Waste Depot Dulverton Regional Waste Management Authority (DRWMA)

Dulverton Regional Waste Depot

Launceston City Council Remount Rd Waste Depot Copping Refuse Disposal Site Joint Authority Copping Waste Depot

Re-use of low level contaminated soil 4.2.3 Low Level Contaminated Soil might be suitable for re-use as fill or levelling material

on an industrial or commercial site, but will be judged on a case by case basis. In determining whether Low Level Contaminated Soil may be used as fill, an assessment of the environmental and human health hazards associated with the disposal option must be conducted by a suitably qualified environmental consultant. If the soil is classified as a controlled waste, approval must be sought from the Director as detailed in section 5.

4.3 Disposal of contaminated soil (Level 3)Contaminated Soil can only be disposed of at

landfills that have the appropriate permit conditions and within a separate lined and contained cell.

4.3.2 Approval for the disposal of Contaminated Soil must be sought from the landfill operator and the EPA. The information detailed in section 5 of this bulletin must be supplied to the EPA in making an application for approval.

4.3.3 Only permitted landfills are allowed to accept Level 3 waste. Furthermore, it is at the

landfill operator’s discretion as to whether or not they will accept the waste. At the date of publication, no Tasmanian landfill is receiving level 3 waste for disposal.

4.4 Contaminated soil for remediation (Level 4) 4.4.1 Contaminated Soil for Remediation requires remediation or treatment prior to

disposal to reduce total concentrations and/or leachable concentrations to levels acceptable for landfill disposal or re-use.

4.4.2 The producer (defined in the Regulations) of the Contaminated Soil for Remediation

is responsible for identification of the treatment options, which will depend on the

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waste and pollutant type, waste volumes and the availability of suitable facilities in which to manage the remediation. Typical forms of treatment currently being used for remediation of contaminated soil include bioremediation, thermal treatment/desorption, soil washing, soil vapour extraction, red mud, chemical treatments and stabilisation. Specific treatment of hydrocarbon contaminated soil by bioremediation is encouraged under appropriate circumstances, as detailed in the EPA’s Information Bulletin 108: Landfarming of Petroleum Contaminated Soils.

4.4.3 The suitable technologies for waste treatment may not be available in Tasmania and thus treatment may require transport to an interstate facility. Advice on interstate treatment options should be sought from the Controlled Waste Management Officer.

4.4.4 If the soil is to be disposed of after treatment, the EPA encourages treatment methods that minimise soil volumes prior to disposal to conserve landfill space.

4.4.5 If the remediation method has the potential to cause environmental harm, as defined in EMPCA, advice from the Director should be sought.

4.4.6 Regulation 6 - General Responsibilities of the Regulations requires that a person must not remove, receive, store, reuse, recycle, reprocess, salvage, incinerate, treat or use for energy recovery a controlled waste as defined within the Regulations unless approved to do so.

5. Approvals 5.1 Approval process

The waste producer, or consultant/contractor acting on behalf of the waste producer, is responsible for applying for approval for soil disposal, re-use options or remediation.

Applications are to be sent to the Director, EPA. Please allow up to ten working days for the Director to respond to an application. Please note that where it is intended to dispose of material to a landfill, an ‘in principle’ agreement from the landfill should be gained by the applicant prior to disposal.

Upon approval of the application, the Director, or a person authorised by the Director will provide written notification to the applicant of the approved classification of the waste where appropriate. The landfill authority will also be forwarded a copy of the approval, along with a copy of the analytical results and any other relevant information so that they can monitor waste entering the landfill.

5.2 Information required An application for approval to dispose of, re-use, treat, remediate, etc, soil must contain the following information:

Introduction: Details of the site(s) from which the soil is to be removed, including a brief site history

and why the soil is thought to be contaminated, or likely to cause environmental harm;

Description of the soil;

Estimate of the volume of soil to be managed.

Sampling details: Sampling density and analytical suite to classify the soil; Sampling protocols followed;

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Scaled sampling plan showing, for example, soil stockpiles and sample locations and contamination sources;

NATA endorsed laboratory reports. Waste management plan: Proposal for the management of the soil that is in accordance with relevant guidelines

and standards; If the soil is to be disposed of, provide justification for why re-use, on-site treatment, etc

is not proposed; Details of the proposed management method, for example the name of the landfill facility

that you wish to dispose of the soil at, or details of the treatment or re-use etc; The name of the waste transporter that you will be utilising (see Section 6 for further

details); and If the soil is to be re-used, recycled, treated, etc, and is a controlled waste, the waste

producer must apply for an environmental approval from the Director (R.12 of the Regulations). Relevant information required by the EPA to consider an application for an environmental approval is detailed in R.12(3) of the Regulations. A R12 application form can be accessed at:

http://epa.tas.gov.au/regulation/required-approvals-and-authorisations In situations where a site investigation report has already been lodged with the EPA, duplication of information provided in that report is not required. However, in all cases, the application will need to make reference to the specific sample numbers used for soil classification. 6. Transport of contaminated material If a controlled waste is to be transported, a waste transport business holding a current relevant approval for that particular waste type and issued under EMPCA is required. For information regarding currently approved Waste Transporters, either contact the Controlled Waste Transport Officer (see below) or a list can be accessed at: http://epa.tas.gov.au/regulation/document?docid=1063 Caution should be taken when transporting any material to ensure its safe transportation and prevention of secondary impacts (e.g. dust). 7. Further information

For further information relating to this bulletin or to make a contaminated soil or controlled waste disposal application contact: Waste Management Section GPO Box 1550 HOBART TASMANIA 7001 Controlled Waste Management Officer……………….… Contaminated Sites Officer…………………………….…. Controlled Waste Transport Officer ….…………………. Landfill Officer…….………………………………………… Legislation may be viewed on the Internet at http://www.thelaw.tas.gov.au. General information can be viewed either on the EPA’s website at http://www.epa.tas.gov.au

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8. Currency of this bulletin This bulletin may be subject to amendment and persons relying on this bulletin should check with an officer of the Waste Management Section or on the above EPA Division and EPA websites to ensure that it is current at any given time.

Disclaimer The Crown gives no warranty, express or implied, as to the accuracy or completeness of the information provided in this Bulletin. The contents are based on the best information available to the Environment Protection Authority (EPA) at the time of publication and are subject to revision based upon further advice received by the EPA.

Please note that other national or state agencies may have additional requirements relating to the import/export and/or disposal of controlled wastes. Table 3. Potentially Contaminating Activities

Potentially Contaminating Activities

Acid / alkali plant and formulation Landfill sites, including on-site waste disposal and refuse pits

Ammunition manufacture and usage (e.g. shooting ranges)

Lime burner

Asbestos production, handling or disposal Metal treatments (e.g. electroplating) and abrasive blasting

Asphalt/bitumen manufacturing Metal smelting, refining or finishing Battery manufacturing or recycling Mining and extractive industries Boat/ship building, marinas, slip ways and associated boat yards

Oil or gas production or refining

Boiler or kiln usage Paint formulation and manufacture Chemical manufacture and formulation (e.g. fertilisers, paints, pesticides, photography, plastics, solvents)

Pesticide manufacture and formulation sites

Dewatering of sediments Petroleum product or oil storage Disturbance of potential acid sulfate soils Pharmaceutical manufacture and formulation Drum conditioning works Power stations Dry cleaning establishments Printing Electrical transformers Radio-active material usage (e.g. hospitals) Ethanol production plant Railway yards Engine works Scrap yards and recycling facilities Explosives industries and usage sites Sewage treatment plant Fertiliser manufacturing plants Sheep and cattle dips Fill material imported onto a site from a potentially contaminated source (includes dredge spoil)

Sites of fires involving hazardous materials, including fire fighting foam use

Foundry Operations Spray mixing sites (e.g. for orchards) Gas works Spray painting industries Herbicide manufacture Tanning and associated trades Hospitals Textile operations Sites of incidents involving release of hazardous materials

Tyre manufacturing and retreading works

Industrial activities involving chemicals that may have spilt

Wood preservation and storage or cutting of treated timber

Iron and steel works Wool scouring Laboratories

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Figure 1 Summary of Waste Management for Contaminated Soil.

Analysis

Contaminant level <max total concentration for FM and not Acid Sulfate Soil

Contaminant level >max total concentration for FM but <max total or leachable concentration for LLCS

Contaminant level >max total or leachable concentration for CS

Disposal at nominated category 3 landfills.

Initial Trigger Soil sourced from an area hosting an environmentally relevant activity as defined in the Environmental Management and Pollution Control Act 1994. Conducted by an appropriately qualified environmental consultant and analysed in a NATA accredited laboratory. Send results to Director.

Classification

Refer to Table 2

FM = Fill Material LLCS = Low Level Contaminated Soil CS = Contaminated Soil CSR = Contaminated Soil for

Remediation

For LLCS, CS and CSR the Director must approve the classification.

Waste Management

Plan

Approval Process

If the waste management options have the potential to cause environmental harm, approval from the Director is required (see the Environmental Management and Pollution Control (Waste Management) Regulations 2000)

Transport

Disposal

Contaminant level >max total concentration for LLCS but <max total or leachable concentration for CS

Disposal at nominated category 2 or 3 landfills.

Potentially Contaminated Soil

Remediation required before disposal Off-site disposal of

soil classified as Fill Material must not pose a risk of environmental harm.

Low Level Contaminated

Soil Controlled Waste?

Contaminated Soil

Controlled Waste

Contaminated Soil for

Remediation

Controlled Waste

No formal notification or approval required for Fill Material unless likely to cause environmental harm

After remediation, disposal or re-use of the resulting material as approved by the Director.

Waste Transporter with relevant approvalsrequired.

If the soil or material is a Controlled Waste, approval from the Director, EPA and the landfill, treatment facility or site operator is required before the soil is disposed of, treated or re-used.

Consider appropriate remediation, treatment or re-use options that are beneficial to the environment.

Information detailed in section 5 of this Bulletin must be supplied to the EPA.

Level 1 Level 2 Level 3 Level 4

Fill Material

If material is to be disposed of, prior acceptance from landfill management/permit holder required in all cases