landfill gas emissions2 - Environmental Protection Agency€¦ · 2008, primarily methane gas...
Transcript of landfill gas emissions2 - Environmental Protection Agency€¦ · 2008, primarily methane gas...
Summary Report - Independent Assessment of Landfill Gas Emissions and Management Systems at 29 EPA Licensed
Landfills in the Republic of Ireland
Performed by Odour Monitoring Ireland on Behalf of the Environmental Protection Agency
(Office of Environmental Enforcement)
Summary Report - Independent Assessment of Landfill Gas Emissions and Management Systems at 29 EPA Licensed Landfills in the Republic of Ireland
DisclaimerAlthougheveryefforthasbeenmadetoensuretheaccuracyofthematerialcontainedinthispublication,completeaccuracycannotbeguaranteed.NeithertheEnvironmentalProtectionAgencynorOdourMonitoringIrelandacceptanyresponsibilitywhatsoeverforlossordamageoccasionedorclaimedtohavebeenoccasioned,inpartorinfull,asaconsequenceofanypersonacting,orrefrainingfromacting,asaresultofamattercontainedinthispublication.Allorpartofthispublicationmaybereproducedwithoutfurtherpermission,providedthesourceisacknowledged.
ThefactthataparticularinstrumentmakeormanufacturerorsupplierismentionedinthisdocumentdoesnotmeanthatOdourMonitoringIrelandarerecommendingorsupportinganyspecificmakeormanufacturerorsupplierofanyparticularequipment.
ISBN:978-1-84095-361-904/10/250
Office of Environmental Enforcement
PREF
ACE
COntEnts
ExECutivE summARy .................................................................................................................................................................. 1
2. intROduCtiOn ......................................................................................................................................................................... 22.1 Scope of the project .............................................................................................................................................................................. 22.2 Adopted technique for study .................................................................................................................................................................. 3
3. OvERviEw OF suRFACE EmissiOns mOnitORing On 29 wAstE liCEnsEd FACilitiEs ................................................................ 43.1 Key issues identified on facilities .......................................................................................................................................................... 4
4. Flux bOx mEAsuREmEnts And sPECiAtEd vOC AnAlysis ........................................................................................................ 94.1. Summary of results obtained for three landfills .................................................................................................................................... 10
5. COmPARisOn with 2008 AssEssmEnts .................................................................................................................................. 11
6. COnClusiOns ........................................................................................................................................................................ 12
7. RECOmmEndAtiOns ............................................................................................................................................................... 12
8. REFEREnCEs ........................................................................................................................................................................... 13
9. APPEndix 1 wAstE liCEnsE numbERs And FACility nAmEs And AddREssEs ........................................................................ 14
10. APPEndix 2 tAblE 3.1 tAbulAR OvERviEw OF summARy Findings FROm suRFACE EmissiOn suRvEy’s CARRiEd Out in 2009 ............................................................................................................. 16
1 Summary Report - Independent Assessment of Landfill Gas Emissions and Management Systems at 29 EPA Licensed Landfills in the Republic of Ireland
AnassessmentoflandfillgassurfaceemissionsandmanagementsystemswascarriedoutattwentynineEPAwastelicensedlandfillfacilitiesduring2009.ThesiteassessmentsincludedsurfaceVolatileOrganicCompound(VOC)monitoringtogetherwithareviewofthelandfillgasinfrastructure,systemsandpracticesbeingemployedatthefacilities.Followingthecompletionofeachsurvey,thoseareasidentifiedassignificantsourcesofemissionsintermsofdetectedVOCconcentrationswerecommunicatedtothelandfillmanagementteamforimmediateremediation.Thelandfillgascollectionsystemswerealsoassessedwithspecificemphasisonpipeworksize,condensatemanagement,verticalwellspacing,vacuumpressureandflarecapacity.Thissurveysystemprovidedreal-timedata,identificationofsurfaceemissionshotspotsandfacilitatedimplementationofimmediateremediationatthefacility.Theinformationgeneratedprovidedthelandfillmanagementteamwithspecificdetailsontheeffectivenessoflandfillcovermaterial,landfillgascollectionsystemoperationandthelocationofwhereadditionalmitigationwasrequiredwithintheoperationalfacilities.AdditionallyfluxboxmeasurementsandspeciatedVOC’smonitoringwerecarriedoutatthreefacilitiesnominatedbytheOEE.Thisreportshouldbereadinconjunctionwiththeindividualsiteevaluationreportsdevelopedforeachfacility.
KEy study Findings: Anumberofkeyfindingshavebeencompiledfromtheindividualsitesurveyswhichwillfacilitatethereductionofsurfaceemissionsfromlandfills.Theseinclude:
➤➤ Understandinghasimprovedin2009onlandfillgasabstractionsystemsonthe29facilitiesassessed.Theinteractionofmonitoring,balancing,design
andprocesscontrolofthissystemshouldbeusedtooptimiselandfillgasabstractiononeachfacility.Furthertrainingandongoingtrainingisrequiredinthearea,particularlyfornewstaffoperatingthesefacilitiesinthefuture.
➤➤ Surfaceemissionsmonitoringinconjunctionwithathoroughinvestigationoftheinstalledcollectioninfrastructureatlandfillsisaneffectivemeansofreducingemissionsoflandfillgaswithentrainedodourouscompounds.
➤➤ Flanksandslopedareashadagreaterpropensityforsurfaceemissionsoccurrencethananyotherareaswithinthelandfillssurveyed.
➤➤ Improvementsinmanagementprocedurestowardsreducingincidenceofblockageduetocondensatebuild-upandoxygeningresswhichleadtoreducedlandfillgasabstractionisrequired.
➤➤ Emissionsfromleachatesidesloperisersandleachatechamberswerenotedonanumberoffacilities.Anyprotrusionsofthewastebodyshouldbeadequatelysealedsoastoreducesurfaceemissions.
➤➤ Additionalresourcesintermsoflandfillgasinfrastructureacrossanumberoffacilitiesisrequiredifsurfaceemissionsaregoingtobeadequatelyreduced.Allelementspertainingtothelandfillgascollectionsystemshouldbecarefullydesignedtominimiselandfillgasemissionstoatmosphere.
➤➤ Fluxboxmonitoringwasnotconsideredtobearobusttechniqueinassessinglandfillgassurfaceemissions.Fluxboxmonitoringdoesnothavethespatialcoverageortheabilitytoproviderobustrealtimeresultsneededbylandfillmanagementonadaytodaybasistoreducelandfillsurfaceemissions.
ExECutivE summARy
Waste management facilities and especially landfill sites produce odours. Like the
majority of industries, the operation of landfills is faced with the issue of preventing
odours causing impact to the public at large. Design, operational and management
techniques can reduce the impact of odours from landfills. The assessment of the
effectiveness of such odour minimisation and mitigation techniques is limited
utilising traditional sampling and measurement of odours. Traditional odour
measurement techniques (e.g. Lindvall hood and US EPA flux hood) on facilities which
evolve rapidly are very limited in their application and speed on delivery of real-time
information.
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Landfillgasalsocontainstraceamountsofothercompounds,suchashydrogensulphide,mercaptansandnon-methanevolatileorganiccompounds.Theseothercompoundsmaycauseodoursoraffectlocalairquality.Uncontrolledlandfillgascanalsomigrateundergroundaffectinggroundwaterandinsomecasesmaycauseexplosionsincorrectconditions.LFGemissionscanbecontrolledbyinstallinganetworkofcollectionwellsanddirectingthegastoacombustionplantfortheproductionofelectricity,foruseasfuelbyanearbyindustry,andbyflaring(i.e.burning).
LFGemissionsarehighlyvariable(Mauriceetal.1995)andseveralfactorsaccountforthesevariations.Theemissionisinfluencedbythetypeofdegradation,thequantityofabstractedgas,barometricpressurevariation(Christophersenetal.2001)andsoilconditions(e.g.,highersoilwatercontentorfreezingofthesoil,drysoilresultinginlowerbiologicalmethaneoxidation)(Maurice,andLagerkist,2003).ThequalityandquantityofemittedLFGdependsonthewastecomposition,moisturecontentofwaste,thelandfilldegradationstate,andthemethaneoxidationactivityinthelandfillcover.Theseprocessesresultindiurnal,seasonal,andspatialvariationsinemissionsthatmakeitdifficulttoestimateemissionratesfromfacilities(Maurice,andLagerkist,2003).
Over500compoundshavebeenidentifiedascontributorstolandfillodours(Parkeretal.2002).Thesecompoundsareeithercomponentsofwasteplacedinthelandfillsoraredegradationby-products.ThemainsourcesoftheseVOCemissionswithinlandfillsare:
➤➤ InadequateOperationalandmanagementtechniqueswithinthelandfill,
➤➤ PoorCovermanagementtechniques,
➤➤ Faultsincappingorgascollectionsystems,
➤➤ Openleachatechambersandtanks,
➤➤ Faultsinthelinersandcoversofclosedcells;(Chiriacetal.2007).
2.1 sCOPE OF thE PROjECtThestudywascarriedoutinthefollowingformat:
➤➤ Landfillsurfaceemissionsmonitoring,usingcontinuouskinematicVolatileOrganicCompound(VOC)withanintegratedGlobalPositioningSystem(GPS)todetectareasofpotentiallandfillgasrelease/flux,wascarriedoutateachnominatedfacility.Detectedlandfillgassurfaceemissionsareasweregeo-referencedandplotteduponabasemapforvisualinterpretationandremediation.
➤➤ Anassessmentoflandfillgasmanagementsystemsincludingareviewoffacilityproceduresandrecordsforlandfillgasmanagementsystemswascarriedout.Thisassessmentincludedflarecapacityevaluation,gasflowratemeasurements,staticpressuremeasurementsacrossthecollectionpipeworkandcollectionwellsandavisualinspectionoftheconditionandlayoutofthepipework.Inaddition,insomecases,thelandfillmanager
2. intROduCtiOn
Disposal of municipal solid waste in landfills is one of the main methods used to
dispose of waste in Ireland. Landfill gas (LFG) is produced continuously by microbial
action on biodegradable wastes under anaerobic conditions. The decomposition
of the organic component of municipal waste in landfills produces landfill gas
containing approximately 50% methane (CH4). Methane is a potent greenhouse
gas, it has a global warming potential 21 times greater than carbon dioxide.
There is significant motivation towards greater containment of such emissions
especially given recent commitments by the European Union on further reductions
in greenhouse gas emissions (GHG) by 2020. Emissions from the Waste sector in
2008, primarily methane gas released from landfills, amounted to 1.106 Mt CO2eq.
This figure shows a 7 percent decrease on the 2007 emissions, representing was the
main sectoral percentage decrease in 2008. Landfill gas utilisation and on-site flaring
offset more than 60 percent of methane production in 2008 (EPA, 2009).
3 Summary Report - Independent Assessment of Landfill Gas Emissions and Management Systems at 29 EPA Licensed Landfills in the Republic of Ireland
attendedthesurveyandreceivedgeneralguidanceonthesignificanceoftheresultsgatheredthroughoutthesurvey.
➤➤ AdditionallyfluxboxandspeciatedVolatileorganiccompoundsurveyingwascarriedonthreelicensedfacilitiesnominatedbytheOfficeofEnvironmentalEnforcement(OEE).
➤➤ Ameetingwasheldwiththelandfillmanagementteamafterthesurvey.Thepurposeofthemeetingwastoinformthelandfillmanagementteamoftheoutcomeofthesurvey,andtoallowthelandfillmanagementteamtocommunicateanycontinuedengineeringissuescurrentlyoccurringonthesite.RecommendationstoreduceemissionswerepresentedtoeachlandfillmanagerwithinareportwhichwasissuedtothefacilitybytheEPAwithinamonthofthesurvey.
OdourMonitoringIrelandhasusedthisassessmenttechniqueon10EPAlicensedlandfillfacilitiesin2007,27EPAlicensedlandfillfacilitiesin2008and29EPAlicensedlandfillfacilitiesin2009onbehalfoftheEPAOEE.Theresultsfromall29EPAlicensedlandfillfacilitiesarepresentedwithinthissummaryreport.
2.2 AdOPtEd tEChniquE FOR studyThemethodadoptedforthepurposeofthisstudyaimedtoidentifyVOCsurfaceemissionsusingcontinuouskinematicVOC/GPS;geo-referencedetectedlandfillsurfaceemissionareasandplotthemuponabasemapforvisualinterpretationandremediation.
Keyelementsfromtechniques
Thekeypointsfromthetechniqueadoptedforthisstudyare:
➤➤ Integrated“OdourHog”intrinsicallysafe,surveyVOCdualmonitor,whichprovidesfastandaccuratereadingsoforganicandinorganicvapours.APhotoIonisationDetector(PID)usesanUltraviolet(UV)lightsource(photo)toioniseagassampleanddetectitsconcentration.IonisationoccurswhenamoleculeabsorbsthehighenergyUVlight,ejectinganegativelychargedelectronandformingofpositivelychargedmolecularion.Thegasbecomeselectricallycharged.Thesechargedparticlesproduceacurrentthatiseasilymeasuredatthesensorelectrodes.OnlyasmallfractionoftheVOCmoleculesareionised.APIDdoesnot
respondtomethane.AFlameIonisationDetector(FID)issimilartoaflamethermocoupledetector,butmeasurestheionsfromtheflameinsteadoftheheatgenerated.TheFIDdetectsthemethanefraction,whichprovidesgreatersensitivityintermsofmethaneleakagedetectionbutnotnecessarilyodourhencewhythePIDdataisalsosometimesinterpreted.Usingthecontinuouskinematic“Odourhog”withintegratedGPS,thecappingofthelandfillcanbesurveyedforpotentialleakageareas.Thoseareasidentifiedaregeo-referencedandhighlightedforremediation.
➤➤ Measurementstakeneveryfoursecondscontinuouslywithinthelandfilledareaandmarkeduponamap.
➤➤ Meteorologicalconditionswererecordedtoincludewindspeed,cloudcover,barometricpressure,airtemperature.
➤➤ Otherinformationrecordedincludescapmoisturecontentclassifiedasdry,mediumorwet.
➤➤ Surfaceswerescanned(<5cm)fromgroundwithaportableFID/PIDfittedwithaspecialisedsamplingprobewitha150mlfunnelatthetip.
➤➤ CalibratedinaccordancewithUSEPAMethod21andmethodologycontainedwithinEN13526:2002.
➤➤ Surveyoridentifiesallfeaturestoincludeworkingfaces,gasvents,leachatesidesloperisers,etc.whichmaycontributetogasfluxandlogthesewithintheGPShandheldunit.
➤➤ Suggestedrecommendationsandremedialactionswereincludedwithinreport(e.g.sealinggapsandfissures,closinginspectionpoints,maintainingpipework,installingadequatewells,balancingthefield,etc.).
➤➤ Generationofcontourcolourcodedmapaccompaniedbytabulatedinformationwithgridsreferencepointsincludingremedialactionforeachlocation.
➤➤ FluxboxsurveyinginaccordancewithUSEPAmethodology.ThisisdiscussedindetailinSection 4.
➤➤ Speciatedvolatileorganiccompoundmonitoringoninletfeedlandfillgastoflareandheadspacegasoffluxbox.ThisisdiscussedindetailinSection 4.
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3.1 KEy issuEs idEntiFiEd On FACilitiEs Aspartofthestudyanumberofkeyfindingsandissuesbecameapparent.Thesewerebasedonobservations,surfaceemissionsresultsanddiscussionswiththevariousfacilitymanagers.
3.1.1 vertical abstraction wells
Problemswithverticalabstractionwellsandgasmanagementsystemswereencounteredonallthesurveyedlandfillfacilities(see Tables 3.1).InsufficientLFGabstractionsubsequentlygaverisetosurfaceemissionsfromtheareainandaroundthewellandinthezoneofinfluenceoftheverticalwell.Insufficientabstractionaugmentsintoanumberofpoints,whicharediscussedfurtherinthissection.Thesewere:
Inadequate well sealing:
➤➤ Inadequatesealingoflandfillgaswellswasasignificantproblemencounteredon16facilities(see Tables 3.1 and Figure 3.1).NoadequateLFGsystemswereinplaceononefacility.ThisresultedinsurfaceemissionsinandaroundthefeatureandalsoresultedinpreferentialpathwaysfortheingressofOxygenintothesystem.Thisresultedinlandfillmanagersturningbacktheappliedvacuumpressureonthewellheadinordertopreventtheriskoflandfillfire.
➤➤ Onpermanentlycappedareas,surfaceemissionsoccurredasaresultofsettlementresultinginlinerdetachingfromthepipework.
Construction of vertical well:
➤➤ Ifverticalwellsarenotconstructedtoasufficientdiametertheymaybecomeperchedwithleachate.Siteswithahighoccurrenceofperchedleachateshouldoptimiseverticalwellconstructiontotakeaccountofthisfact.
Inadequate condensate removal:
➤➤ Surfaceemissionsduetoinsufficientcondensateremovalfrompipeworkandremovalofleachatefromverticalwellswasencounteredon3facilitiesduringthevisits(see Appendix 2, Table 3.1 and Figure 3.2).NoadequateLFGsystemswereinplaceononefacility.Inadequateremovalofcondensateresultsinfailuretomaintaingasvacuumpressureatthewellhead.Accumulationofcondensateshouldbeengineeredoutusingsufficientfallsandcondensateremovalpots.
➤➤ Condensatemanagementplansshouldbeimplementedwithineachfacilitytoallowforthedevelopmentofprogressiveandproactiveproceduresandequipmentfortheremovalofcondensate.ItshouldformanintegralcomponentofdailyoperationswithineverylicensedfacilityinIreland.
➤➤ Sufficientconsiderationgiventothedesignofthelandfillgascollectionsystemincludebarometricdrip-legs,pumpedandgravitydrainknock-outpots,correctfallsinpipeworktoalloweasyremoval,dewateringwellheadsandlegsandcorrectsizingofpipeworksoastopreventfrequentblockages.
➤➤ Consequencesofinadequatecondensatemanagementleadtofloodedspursandheaders,lowvacuumatwellheadswhichinturngivesrisetoincreasedsurfaceemissions.
Inadequate abstractive capacity:
➤➤ Itwasnotedatonefacility (see Appendix 2, Table 3.1 ),thatsufficientabstractioncapacitywasnotbeingdeliveredtothegasfield.NoadequateLFGsystemswereinplaceonanotherfacility.
Inadequate flow control:
➤➤ Onanumberoffacilitiesinpreviousyears,therewaslimitedcapacitytocontrollandfillgasflowbecauseeitherballvalveswerefaulty,corrodedorinstalledincorrectly.Insomecircumstancestherewerenotreplaced.Thiswasnotthecasein
3. OvERviEw OF suRFACE EmissiOns mOnitORing On 29 wAstE liCEnsEd FACilitiEs The following section highlights the principal findings of the study site assessments
and Appendix 2, Table 3.1 summaries the key issues encountered on a site by site
basis. These tables should be read in conjunction with the notes provided in Appendix
2, Table 3.1 and Section 3.1.1 to 3.1.8.
5 Summary Report - Independent Assessment of Landfill Gas Emissions and Management Systems at 29 EPA Licensed Landfills in the Republic of Ireland
2009,becauseinmostcasesvalveswhichwereidentifiedasbeingfaulty,corrodedorinstalledincorrectlyfromassessmentscarriedoutin2008werereplacedorrectified.Typicallyvalvesencounteredincludedballandsocketvalves,butterflyvalves,linearvalves,andAngleseatvalves.Butterflyvalvesshouldonlybeusedonspurorsubheaders.Ballvalvesappearedtobethemainchoiceonwellheadswhileasmallnumberoffacilitieshadlinearandangleseatvalvesinstalled.Sinceballvalvescanhavepoorflowcontrolofgas,theseshouldbesizedcorrectlytoallowforsufficientheadlossandflowcontrolattheverticalandhorizontalgasabstractionwell.Carefulconsiderationshouldbegiventothetypeofvalve,levelofcontrolrequiredwiththatvalveandeaseofmaintenance/replacement.
Gas fi eld balancing and lack of understanding:
➤➤ Understandinghasimprovedin2009onlandfillgasabstractionsystemson28ofthe29facilitiesassessed.Theinteractionofmonitoring,balancingandprocesscontrolofthissystemshouldbeusedtooptimiselandfillgasabstractiononeachfacility.Furthertrainingandongoingtrainingisrequiredinthisarea,particularlyfornewstaffoperatingthesefacilitiesinthefuture.
3.1.2 leachate side slope risers and leachate chambers
Problemswithrespecttosurfaceemissionsfromleachatesidesloprisersandleachatechamberswereencounteredon15ofthefacilities(see Appendix 2, Table 3.1 and Figure 3.3).Theissuesencounteredincludedinadequatesealingoftheleachatesidesloperisersorchambersandtheabsenceoflandfillgasabstractionfromtheleachatesidesloperisersorchambers.Sincetheleachatesidesloperisersandchambersprovideadirectconnectionintothewastebodyitisveryimportantthattheyarecapped,sealedadequatelyandplacedunderaslightnegativevacuumtominimiselandfillgasleakage.
3.1.3 Flanked areas
Flanked/slopedareasurfaceemissionswereencounteredon27ofthefacilitiessurveyed.Itshouldbenotedthattheonefacilitywhichdidnothaveflanked/slopedareasurfaceemissionshadveryhighsurfaceemissionsonothersurfaces.Ingeneralflanked/slopedareasweretoosteepthereforemaintenanceincludingreapplicationofcovermaterialandtrackinginloosecovermaterialcouldnotbeeasilycarriedout.Whenaflanked/slopedareaisnotmaintainedadequately,itwillbecomeetchedasaresultofwaterdamage(see Appendix 2, Table 3.1).Effortsshouldbemadetoconstructflanked/sloped
3
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Number of facilities where adequate condensate removal was noted
Number of facilities where inadequate condensate removal was noted
*NoteonefacilityexcludedbecausetherewerenoadequateLFGsystemsinplace.
FiguRE 3.2 Graphical representation of the adequacy of well sealing across the surveyed facilities in 2009
*NoteonefacilityexcludedbecausetherewerenoadequateLFGsystemsinplace.
FiguRE 3.1 Graphical representation of the adequacy of well sealing across the surveyed facilities in 2009
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Number of facilities with inadequately sealed wells
Number of facilities with adequately sealed wells
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areastoconcurwiththerecommendationcontainedintheLandfilldesignmanual(EPA2003).Surfaceemissionsfromflanked/slopedareasweregreatestincomparisontoallemissionsourcesandthishasbeenidentifiedinotherEuropeancountriesasthegreatestemissionsourceduetothelateralpermeabilityandpathwaysformedwithinthewaste(i.e.anisotropicnatureofwaste).Gasabstractiontechniquesshouldbedesignedtominimisesurfaceemissionsfromflanked/slopedareas.
Twosuccessfultechniqueswereutilisedinsurveyedfacilities.Thisincludedbenchingoftheflanked/slopeareas(i.e. utilised on 7 of the surveyed facilities see Appendix 2, Table 3.1 )anduseofaGLCstitchedmembraneorLDPEgeomembraneoveraslopedarea (i.e. utilised on 10 of the surveyed facilities see Appendix 2, Table 3.1 ).Theflanked/slopebenchingtechniqueswerewellconstructedandhadveryminoremissionswhenmonitored.Howeversurfaceemissionswerenotedonotherflankedareaswithinthesamefacilities.Toeffectivelyreducesurfaceemissionsfromallsloped/flankedareaswithinalandfillfacility,theabovetechniquesshouldbeextendedtocoverallslopedflanked/areaswithineachlandfillfacility.Thebenchingofaflanked/slopedareahasanumberofadvantagesoverconventionalformation.Theseinclude:
➤➤ Morecontrolformaintenance-itwasobservedonanumberoflandfillfacilitiesduringthesurvey’sthatmaintenancewasnotpossibleonlarge
flanked/slopedareasduetoaccessproblems.Theuseofcorrectbenchingalleviatesaccessproblems,
➤➤ Lessstormwateretchingwasobserved,becausebenchedflanksaregenerallycompactedbetter,theydonothaveatendencytoravelaseasywithhighrainfall,
➤➤ BettercompactconstructionprovidingabarriertogastransmissionandOxygeningress-thebenchisconstructedbyplacingabankofclayapproximately3.50mhighalongtheedgeofthelift.Theclaybankactsasabarrierbetweenthewasteandtheedgeofthecell,thereforeallowingforoptimisedabstractiontobeplaceduponthewaste.Correctbenchingwouldbepreferredoverothertypesofflankconstructionbasedonthefindingsofthisstudy.
3.1.4 Flare and blower capacity
Flareandblowerstaticpressurecapacityissueswereencounteredononeofthefacilities(see Appendix 2, Table 3.1 ).NoadequateLFGsystemswereinplaceatoneotherfacility.Blowerstaticpressurecapacityissuesaremainlyduetoinsufficientstaticpressurewithintheflareblowertoovercometheresistancetoremovegasfromthelandfillgasfieldandtoforceitthroughtheflaringsystem.Thisresultedininsufficientgasabstractionwhichresultedinoverpressurisationinthelandfillgasfield.Therewasalackofunderstandingwithsomelandfillmanagersontheflareperformancecriteriaforflaringsystemsandthereappearedtobeadependencyonoverseasservice,whichwasnotreadilyavailableforimmediatefixingoffaults.Inmovingforward,allflaringsystemsshouldbeperformancetestedtoensuretheycanachievethestatedtreatmentvolumeandpressurecapacity.Sufficientflareblowerstaticpressureshouldbeincorporatedintotheflaredesigntoalsotakeaccountofpressurelossesthroughoutthegasfieldpipework.Sufficientflarevolumetreatmentcapacityshouldbemaintainedontheflaringsystemfornewfillphasesandthequantityofgasvolumecapacityatleastbasedonsitedataforrecentlyfillcell(i.e.ascertainthroughsiterecordsthevolumeoflandfillgasproducedpertonneofwastemateriallandfilled).Thefillingofadditionalcellsshouldnotoccuruntilproofisprovidedofsufficientavailableflaretreatmentcapacitywithinthesystem.Itisimportantfortheoperatortoobservecontinuousvacuumpressureappliedtothefieldinordertotrendanylossinperformancethroughoutaworkingday.Flarevolumeflowsensorsshouldbecalibratedregularlyandvolumeflowverificationshouldbeperformed.
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Surface emissions from leachate side slope risers and leachate chambers
No surface emissions from leachate side slope risers and leachate chambers
*NoteonefacilityexcludedbecausetherewerenoadequateLFGsystemsinplace.
FiguRE 3.3 Graphical representation of the number of facilities surveyed in 2009 which had surface emissions from leachate side slope risers and leachate chambers.
7 Summary Report - Independent Assessment of Landfill Gas Emissions and Management Systems at 29 EPA Licensed Landfills in the Republic of Ireland
3.1.5 gas management system
Onefacilityvisitedin2009didnothaveactivegasmanagementintheactivecell(see Appendix 2, Table 3.1).Onthisonefacilityfilledwasteagesrangedfrom9monthsto2years.Gasmanagementsystemsneedtobeintroducedinactivezoneswithinthelandfillasearlyaspossibletherebyminimisingemissionofodoursandgreenhousegases.Theenclosedflaringoflandfillgaswithlow%methaneconcentration(i.e.downto4to6%)cannowbeachievedusingadvancelowcalorificflaringsystemssolandfillgasfromactivecellscannowbeflaredwithoutanysupplementaryfuelrequired.
3.1.6 Other elements
AlargeamountofinformationispresentedinAppendix 2, Table 3.1.Eachfacilitymustbeevaluatedonanindividualbasis.Acomparisonbetweenfacilitiesisoflimiteduseduetotheheterogeneousnatureoflandfillandindeedvaryingconstructionandoperation
techniquesbetweenlandfills.Thekeyfocusonasitebysitebasisistoreducesurfaceemissionsineachfacilityonamicrolevel.Thisdataprovidesanoverviewofthesurveyfindingsfrom2009.
OneusefulmethodofillustratingthedataispresentedonFigures 3.4and3.5.
Sixfacilitieshadsurfaceemissionconcentrationswhichweregreaterthan40timestherecommendedlevelforopensurfaces(i.e.overthe100ppmvonsurfaces)(seeAppendix 2, Table 3.1 andFigure 3.4).Thegreatestvaluerecordedwas13,200ppmv(132timestherecommendedlimitonsurfaces-seeAppendix 2, Table 3.1 andFigure 3.4).
Eightfacilitieshadsurfaceemissionconcentrationswhichweregreaterthan10timestherecommendedlevelforfeatures(i.e.overthe500ppmvonfeatures-seeAppendix 2, Table 3.1 andFigure 3.5).Thegreatestvaluerecordedwas18,980ppmv(38timestherecommendedlimitonfeaturesseeAppendix 2, Table 3.1 andFigure 3.5).
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FiguRE 3.4 Graphical representation of facilities over the recommended limit for open surfaces (i.e. 100 ppmv on surfaces).
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FiguRE 3.5 Graphical representation of facilities over the recommended limit on features (i.e. 500 ppmv on features).
3.1.7 Records
Fieldbalancingrecordswererequestedofallsurveyedfacilities.Ingeneral,fieldbalancingrecordscontainedtheappropriateamountofinformationintermsofdocumentedparameters.AllfacilitiesshouldrecordMethane,OxygenandVacuumpressureataminimumfromeachwellorfeaturethroughoutthesystem.Insomecircumstances,volumeflowmeasurementsshouldbeperformedinordertoobtainaflowprofileversusappliedvacuumpressureoneachverticalwell.Thisfacilitatesgoodlandfillgasmanagementonanongoingbasisthroughabetterunderstandingofthecharacteristicsofthesystem.
3.1.8 moving forward - Resources and training
Thestudyillustratedknowledgeandtrainingwithinfacilitiesisfragmentedwithsomefacilitieshavingadifferentunderstandingoftechniquesandtechnologies
associatedwithlandfillgasmanagement.Thestudyalsoillustratedthatthenecessaryresourcesrequiredtoadequatelymanagelandfillgasinsomefacilitieswerenotinplace.Thesituationhasimprovedfrom2008(seeSection5).However,atrainingcourseinlandfillgasmanagementshouldbemandatoryforeachlandfillmanageranddeputymanagermovingforward.
Forlargefacilitiesitissuggestedasbestpracticetohaveastaffmemberwithdesignatedresponsibilityforgasmanagementandoperations.Thispersonshouldbetrainedonoperationparameters(i.e.Landfillgasabstractionprovisions,flaringtypes,covermaterialtypesanddepth,flankedformation,expectedmethaneandoxygenlevelsacrossthesystem,landfillgasabstractionpipeworkandsizing,verticalandhorizontalabstractionsystem,designinstallationandcondensatemanagement,etc.).Withoutputtingtheproperresourcesandtrainingintolandfillgasmanagement,itwillbedifficulttoreducesurfaceemissions.Therecurrentlyisscopeforimprovementinthisareawithinlandfills.
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5
10
15
20
40
35
Multiples over recommended limit (500 ppmv atfeathures) for maximum concentration recorded
9 Summary Report - Independent Assessment of Landfill Gas Emissions and Management Systems at 29 EPA Licensed Landfills in the Republic of Ireland
IntermsofspeciatedVolatileorganiccompounds(VOC’s),onesurfacelocationwasmonitoredforthefluxofspeciatedVOC’swhileonecompositesamplewastakenfromthegasmanagementsystemattheflareinaccordancewiththemethodologycontainedinEN13649:2002andMDHS72.
Thefluxchamberisusedtoisolateaknownsurfaceareaforemissionsmeasurement.Thefluxchamberconsistsofahemisphericalsealedchamber(seeFigure 4.1)wherebyclean,dry,VOCfreestandardsweepair(AirProducts)wasaddedtothechamberatameteredrateoflessthanorequalto3.25liters/minuteandverifiedusingaPrimaryflowcalibrator.Atemperatureandpressuresensorwasfittedtotheheadspaceofthechamber.Theheadspaceairwithinthechamberwasallowtoexchangeaminimumof5times(i.e.5AC)beforeanymeasurementsweremade.Withinthechamber,thesweepairismixedwithemittedvaporsandgasesfromthemeasurementsurfacebythephysicaldesignofthesweepairinlet.TheconcentrationoftheexhaustgaswasmeasuredatthechamberoutletforMethaneandspeciatedVOCswithaFIDandsorbenttubemethod.Thesamplerateoftheinstrumentationwasatminimumlessthan40%ofthesweepvolume.Valueswererecordedwhentheexhaustgasconcentrationinthechamberexhausthadstabilised.
Theemissionfluxfromasurfacecanbecalculatedusingthefollowingequation:
Ei=CiQ/A
whereEi=emissionrateofcomponenti(ug/m2/sormg/
m2/s);Ci=concentrationofcomponenti(ug/m3ormg/
m3);Q=sweepairflowrateintochamber(m3/s);andA=surfaceareaenclosedbychamber(m2).
Samplelocationswereinformedbytheresultsofthesurfaceemissionssurvey.
Theaccuracyofthefluxboxmethodisdependentonthenumberoffluxboxchambertestsconductedandcanonlyprovideanaveragefluxoverthesamplingperiod.AsreportedbytheEnvironmentAgency,gridspacingof20mto30mwhicharetypicalofdensitiesforsmallareas(lessthan3hectares)orforacademicresearch.Gridspacingof20mto30mhaveaprobabilityofdetectinga25m2circularfeatureof6%and3%,respectively,whichisverylow.Gridspacingof35mto50mwhicharemoretypicalofdensitiesappliedonacommercialbasistositesof5to20hectares,haveaprobabilityofdetectinga25m2circularfeaturethatisevenlessthan3%.Toimprovetheprobabilityofdetectingasignificantemissionfeature,awalkoversurveycanbeconducted(aswasthecaseforthethreefacilities)priortofluxboxtesting.However,thiscanskewtheresultstohighemissionfeaturesiffluxboxesaretargetedathighemissionfeatures.
Theadvantagesofthefluxboxmethodarethatitisrelativelysimpleandeconomicalforsmalllandfillsandtherearemethodologiesthatarewellestablished.
Thedisadvantagesinclude:
➤➤ Itisapointsamplingmethod.Unlessaveryhighdensityoffluxboxtestsareused,statisticallytherewillalwaysbearelativelysignificantdegreeofuncertaintyastotheactualemissionflux.
➤➤ Cannotaccountforemissionsfromconcentratedsourcessuchascracks,smallemissionfeaturesorleakagewithLFGwellsormonitoringpoints.
➤➤ Sinceitislabourintensive,itcanbetimeconsumingandcostlyforlargelandfills.
Intermsofthethreesurveys,itwasnotpossibletoprovidefullspatialcoverageacrosstheentirelandfillfootprintsduetothesignificantnumberofsamplesthatwouldberequired.
4. Flux bOx mEAsuREmEnts And sPECiAtEd vOC AnAlysis
During the 2009 surveys, flux box measurements were carried out at three facilities
nominated by the OEE. A dynamic surface emissions isolation flux chamber designed
and operated in accordance with USEPA guidelines was utilised to perform flux
emission measurements for Methane and Volatile organic compounds at pre-selected
locations within the landfill. Twelve monitoring locations were utilised on two
facilities namely Youghal and Corrunure Landfill facilities and thirty six locations
were utilised on Knockharley Landfill facility.
10Office of Environmental Enforcement
4.1. summARy OF REsults ObtAinEd FOR thREE lAndFillsTheresultsfromthefluxboxandspeciatedVOC’smonitoringrecordedthefollowingresults.Theseincluded:
1. Fluxchambermonitoringwascarriedoutat36distinctlocationswithinKnockharleylandfillfootprint.Thesurveyfoundthat9ofthelocationswereinexcessoftherecommendedUKguidelinesurfaceemissionfluxlevelsforsuchlocations.
2. Fluxchambermonitoringcarriedoutat6locationswithinYoughallandfillfootprintfoundthat4ofthelocationswereinexcessoftherecommendedUKsurfaceemissionfluxvaluesforsuchlocations.
3. FluxchambermonitoringcarriedoutatelevenlocationswithinCorranurelandfillfootprintfoundthat6ofthelocationswereinexcessoftherecommendedUKsurfaceemissionfluxforsuchlocations.
4. AtentativetotalmethanefluxemissionratewascalculatedforKnockharleylandfillsurfaceexcludinganymethaneemissionratesfromtheflaringcompounditself.Thetentativeestimatetotalmethanefluxof9.36kg/hrwascalculatedonthedayofthesurveybasedonpolylineareaextentmeasurementofAutoCADmapssuppliedbythelicensee.Assumingaconstantfluxovertheyear,thisequatestoatotalmethaneemissionrateof81,957kg/yr/.
5. AtentativelandfillgascollectionefficiencyestimatedwascalculatedforKnockharleyLandfillbaseduponthelandfillflaringcompound
operationdatacollectedonthedayofthesurvey.Thecalculationsuggeststhatacollectionefficiencyofupto98%wasbeingachievedonthedayofthesurvey.ThisisinlinewithvaluesreportedbyHuitricandKong,(2006),Huitricetal.,(2007)andSpokasetal.,(2006).
6. IntermsofspeciatedVOC’s,typicalcompoundsweredetectedinvaryingconcentrationsonallthreelandfillfacilities.Themaincompoundsdetectedandincludedlandfillgastracercompoundssuchaslongchainhydrocarbons,Aldehydes,Aromatics,Alkenes,Alkanes,Ketones,Phthalates,Alcoholgroup,Sulphurcontainingorganics,ReducedsulphurcompoundsandNitrogencontainingcompounds.
Ifmovingforwardwithfluxmeasurementtechniquesthefollowingshouldbeconsidered:
➤➤ Considerperformingfluxboxmeasurementatagreaterspatialcoverageacrossoneresearchfacilityandtocorrelatetheresultsofthiswithotherviabletechniquesavailableforperformingfluxmeasurement.Thesetechniquesinclude:
➤♦ Dynamicplumemethodwhichutilisedenhancedsurfaceemissionssurveyingwithreversedispersionmodelling.ThistechniquehasbeenusedandvalidatedintheU.S.A.successfullyanditskeybenefitsinthisrespectarethatitcanbeintegratedintotheexistingsurfaceemissionssurveyingtechnique.
➤♦ OTM10whichhasbeenvalidatedbytheUSEPAandinvolvesradialplumemappingmethodologyinaverticalconfigurationforthemeasurementoffugitiveemissionflux.ThistechniqueiseasytosetupandisvalidatedbytheUSEPA.Itisnotsuitableforlargelandfillsandcanonlybeusedtomeasuretheemissionsfromthetopplatformsofalandfill(i.e.notthe
Sorbent Sampling TubeSorbent Sampling Tube
Air SamplingPump
Flux Flux FluxSampled OutSampled Out
TemperatureTemperature
Regulator and FlowmeterInstrument Grade Air
Sweep Air InSweep Air In
Subsurface ContaminationSubsurface Contamination
FiguRE 4.1 Graphical representation of fl ux chamber sampling train.
11 Summary Report - Independent Assessment of Landfill Gas Emissions and Management Systems at 29 EPA Licensed Landfills in the Republic of Ireland
slopes).Itisalsowinddependentandreliesonmeasurementwithintheplumedownwindoftheemissionsource.
➤♦ Massbalancemethodwhichinvolvesmeasuringthewindandcontaminantconcentrationprofilesthroughthefullheightoftheplume,andintegratingtheconcentrationandwindspeedwithrespecttotheheightabovethegroundsurface.Theexistingmethodsusemastsofballoonstoobtainvariationsofconcentrationwithelevation.Itisthemostaccuratemethodwitherrorrangeof-18%to+5%accuracy.Itiswinddependentandisveryexpensivetoimplement.
➤♦ MobileplumeFTIRspectroscopywhichhasbeenusedextensivelyinSwedentomonitorthefluxofgasesfromarangeoffacilities.Thistechniqueinvolvesthereleaseofatracergasfromwithinthestudyareaandthemonitoringoftheconcentrationinambientairofthetracergasasatargetgas.Oncethe
micrometeorologicalconditionsandtracergasemissionrateisknown,thefluxofmethaneinthedownfieldcanbemeasuredandrelatedtoamassemissionconcentration.Thetracergasbasicallyactsasaninternalstandard.Thetechniquetheoryissimpleandthemethodcanbequalitycheckedbymakingmeasurementatseverallocationstocheckthemethanetracerratiosaresimilar.Thetechniqueisonlysuitableforsufficientlystrongsourcesatasufficientdistancedownwind(soastoallowforsufficientmixing(range100to1,000mdownwind).AnexpensiveFTIRisrequiredalthoughthiscanbehiredinforaperiodoftimeanditiswinddirectiondependent.
TheassessmentofoneoracombinationofthetechniquesmayallowforthevalidationofasuitabletechniqueforlandfillsinIrelandtoprovidemoreaccuratefiguresonmassemissionratesofmethanewhichwillfeeddirectlyingreenhousegasfigureswhichwillbeimportantinallowingIrelandachieveitsreductioncommitments.
Duringtheassessmentsin2009,acomparisonwith2008assessmentfindingsoneachfacilitywascarriedout.Comparisonswerecategorisedintothreedistinctgroups:
➤➤ “Improvements”indicatingthatareductioninsurfaceemissionswasattainedsincethe2008assessment.
➤➤ “Minorimprovements”indicatingthataminorreductioninsurfaceemissionswasattainedsincethe2008assessment.
➤➤ “Noimprovements”indicatingnoreductionoraworseninginsurfaceemissionssincethe2008assessment.
Intotal29facilitiesweresurveyedin2009and27in2008.Thetwonewfacilitiessurveyedin2009couldnotbecompared,leavingacohortof27facilitiesthatcouldbecompared.Improvementswererecordedat14ofthe27facilitiesin2009(seeFigure 5.1).MinorImprovementswererecordedat6ofthe27facilitiesin2009(seeFigure 5.1).NoImprovementswererecordedat7ofthe27facilitiesin2009(seeFigure 5.1).Thereforein52%ofcasestherewasanimprovement
insurfaceemissionswhencomparing2008with2009assessments.Itshouldbenotedthatnoimprovementswererecordedatonefacilitywhichhadverylowsurfaceemissionsin2008.Surfaceemissionsatthisfacilityremainedlowin2009.
5. COmPARisOn with 2008 AssEssmEnts
147
6
Improvements
Minor improvements
No improvements
FiguRE 5.1. Status of improvements in surface emissions since 2008 based on 2009 study fi ndings
12Office of Environmental Enforcement
Thefollowingconclusionsweregeneratedfromthestudy.Theseinclude:
➤➤ Landfillsurfaceemissionsandlandfillgascollectionssystemswereassessedat29licensedfacilitiesinIrelandduringtheperiodof2009,
➤➤ FluxboxmeasurementsandspeciatedVOC’smonitoringwerecarriedoutatthreefacilitiesnominatedbytheOEE.Typicalspeciatedcompoundsweredetectedinvaryingconcentrationsonallthreelandfillfacilities,
➤➤ Overall,improvementsinsurfaceemissionswererealisedin52%ofcaseswhencomparedwith2008surveyresults,
➤➤ Landfillgascollectionsystemswereassessed,intermsofeffectiveoperationandabstractivecapacityontheeachfacility,
➤➤ Thetechniquefortheassessmentofsurfaceemissionsprovedveryeffectiveinmonitoringandsurfaceemissionsatthelandfillfacilities,
➤➤ Thistechniqueallowsforauditingoftheeffectivenessofthelandfillgascollectionsystemandtheidentificationgeographicallythelocationofsurfaceemissionzoneswithintheoperatinglandfill.Persistentsurfaceemissionzonescanbeidentifiedfromsubsequentsurveys.Thiswillallowfortheimplementationoffocusedmitigationofsurfaceemissionswithintheoperatinglandfillandaudittheeffectivenessofimplementedmitigation.
6. COnClusiOns
➤➤ Trainingshouldbeprovidedtolicenseesonlandfillgasmanagementsystemsoperation,designissuesandtroubleshootingsuchasystem(e.g.thekeydriversforoperatingandmaintaininglandfillgascollectionsystemincludingmethanelevels,oxygenlevels,vacuumpressureandvolumeflow).Asectiononlandfillgasmanagementsystemoperation,typicaldesignandtroubleshootingofthesystemshouldbeprovidedintheFAScourseonWastemanagement.
➤➤ Astructuredforumforlandfillmanagersandlandfilloperationsstafftomeetanddiscussissuespertainingtolandfillgasmanagementandsurfaceemissionsreductionwouldfacilitategreaterunderstandingofpossiblemitigationoptions.
➤➤ Inmovingforward,anumberofguidancedocumentsshouldbepreparedtoinclude,asaminimum,thefollowing:
➤♦ Monitoringoflandfillgas,interpretationofresultsandtroubleshooting,
➤♦ Surfaceemissionsmonitoring–minimumrequirements,
➤♦ Typicallandfillgassystemdesign,operationandpitfalls,
➤♦ Keymethodsforthecontroloflandfillgassurfaceemissions.
7. RECOmmEndAtiOns
13 Summary Report - Independent Assessment of Landfill Gas Emissions and Management Systems at 29 EPA Licensed Landfills in the Republic of Ireland
1. Casey,J.,Sheridan,B.,Henry,M.,Reynolds,K.(2008).EffectiveToolsforManagingOdoursfromLandfillFacilitiesinIreland.InternationalConferenceonEnvironmentalOdourMonitoringandControl,Rome6-8July.
2. Chiriac,R.,Carre,J.,Perrodin,Y.andFineL.(2007).CharacterisationofVOCemittedbyopencellsreceivingMSW.JournalofHazardousMaterials149,pp249-263.
3. Christophersen,M.,Holst,H.,Chanton,J.,Kjeldsen,P.(2001).Lateralgastransportinsoiladjacenttoanoldlandfill:factorsgoverningemissionsandmethaneoxidation.WasteManagement&Research19,126–143.
4. EnvironmentalProtectionAgency(EPA),(2003).“LandfillManualsLandfillMonitoring”.ISBN:1-84095-127-3.
5. EnvironmentalProtectionAgency(EPA),(2009).“IrelandsGreenhouseGasEmissionsin2008”.Release13thDecember2009.Availableatwww.epa.ie/downloads/pubs/air/.../Prov_GHG_Inventory_Dec_%202009.pdf
6. EnvironmentalProtectionAgency(EPA).(2000).“LandfillManualsLandfillSiteDesign”.ISBN184095-026-9.
7. HuitricR.andD.Kong(2006).“Measuringlandfillgascollectionefficiencyusingsurfacemethaneconcentrations”,SolidWasteAssociationofNorthAmerica(SWANA)29thLandfillGasSymposium,St.Petersburg,FL.
8. Huitric,R.,D.Kong,L.Scales,S.Maguin,andP.Sullivan(2007).“FieldComparisonofLandfillGasCollectionEfficiencyMeasurements,”ProceedingsfromtheSolidWasteAssociationofNorthAmerica’s30thAnnualLandfillGasSymposium.Monterey,California.
9. Maurice,C.andLagerkvist,A.(2003).LFGemissionmeasurementsincoldclimaticconditions:seasonalvariationsandmethaneemissionsmitigation.ColdRegionsScienceandTechnology36,pp37-46.
10. Maurice,C.,Bergman,A.,Ecke,H.,Lagerkvist,A.(1995).Vegetationasabiologicalindicatorforlandfillgasemissions:initialinvestigations.Sardinia’95,FifthInternationalLandfillSymposium,CISA,Cagliari,Italy,pp.481–494.
11. Parker,P.,Dottridge,J.,Kelly,S.(2002).InvestigationoftheCompositionandEmissionsofTraceComponentsinLandfillGas.R&DTechnicalReportP1-438/TR,EnvironmentAgency,2002,ISBN1-84432-018-9,140pp.
12. Spokas,K.,J.Bogner,J.Chanton,M.Morcet,C.Aran,C.Graff,Y.Moreau-le-Golvan,N.Bureau,andI.Hebe,(2006).Methanemassbalanceatthreelandfillsites:whatistheefficiencyofcapturebygascollectionsystems?WasteManagement,26,pp.516-525.
13. Wilcox,L.(2007).LandfillGasCollectionandControlRegulation.MinistryofEnvironment.Ontario,Canada.
8. REFEREnCEs
14Office of Environmental Enforcement
Licence Number Facility Name and Address
W0004-01 Arthurstownlandfillfacility,Kill,Co.Kildare.
W0028-01 BallydonaghLandfillFacility,Ballydonagh,DublinRoad,Athlone,Co.Westmeath.
W0109-01 Ballaghaderreenlandfillfacility,Ballaghaderreen,Co.Roscommon.
W0024-01 BallynacarrickLandfillFacility,Ballynacarrick,Ballintra,Co.Donegal
W0078-02 BallaghvenyLandfill,Ballymackey,Co.Tipperary
W0165-01 Ballynagranlandfillfacility,Ballynagran,Co.Wicklow.
W0009-02 BalleallyLandfill,Balleally,Lusk,Co.Dublin
W0109-01 CentralWasteManagementFacility(CWMF),BallyduffBeg,Inagh,Co.Clare.
W0077-02 Corranurelandfillfacility,CootehillRd,Cavan,Co.Cavan.
W0021-01 DerrinumeraLandfillFacility,Derrinumera/Drumilra(Townlands),Newport,CoMayo
W0029-01 DerryclureLandfillFacility,Derryclure,Co.Offaly.
W0074-02 DonohillLandfill,Garryshane,Donohill,Co.Tipperary
W0030-02 DunmoreLandfillFacility,Dunmore,Co.Kilkenny.
W0201-01 Drehidlandfillfacility,KillinaghUpper,Carbury,Co.Kildare
W0178-01 EastGalwaylandfillfacility,KillaghMore,Ballyhaun,Ballintober,Ballinasloe,Co.Galway.
W0017-03 Gortadromalandfillfacility,Ballyhahill,Co.Limerick.
W0191-02 Holmestownlandfillfacility,Glenduff,Bolgerstown,Muchwood,Ballyeaton,Co.Wexford
W0012-01 KinsaleRoadLandfill,Ballyphehane,Curraghconway,Inchisarsfield,SouthCityLinkRoad,Cork.
W0026-02 Kyletaleshalandfillfacility,Clonsoughy,Kyleclonhobert,Co.Laois
W0081-01 KTKLandfillLimited,BrownstownandCarnalway,Kilcullen,Co.Kildare
W0146-01 Knockharleylandfillfacility,Knockharley,Navan,Co.Meath.
W0047-02 NeiphinTradingLtd,Kerdiffstown,Naas,Co.Kildare
W0001-01 NorthKerryLandfill,Muingnaminnane,Tralee,Co.Kerry
W0025-02 Powerstownlandfillfacility,KilkennyRoad,Co.Carlow.
W0067-01 RathroeenLandfillFacility,Rathroeen,Ballina,Co.Mayo
W0020-02 ScotchCornerLandfill,Letterbane,Annyalla,Castleblaney,Co.Monaghan
W0014-01 SilliotHillLandfillFacility,SilliotHillandBrownstown,Co.Kildare,Kildare.
W0060-02 Whiteriverlandfillfacility,Dunleer,Co.Louth
W0068-02 YoughalLandfillFacility,YoughalMudlands,Youghal,Co.Cork.
9. APPEndix 1 wAstE liCEnsE numbERs And FACility nAmEs And AddREssEs
Table 3.1 Tabular overview of summary findings from Surface emission survey’s carried out in 2009
Parameter W0017-03 W0191-02 W0012-01 W0026-02 W0081-01 W0146-01 W0047-02 W0001-01 W0025-02 W0067-01 W0020-02 W0014-01 W0060-02 W0068-02
Surface emissions from Vertical Wells:
Due to Uncapped vertical well ***
Due to Inadequate abstraction from wells ***
Due to Inadequate condensate removal ***
Due to Inadequate abstractive capacity ***
Due to inadequate well sealing ***
Leachate slope risers:
Surface emissions from leachate side slope risers and leachate chambers ***
Abstraction from leachate riser, chambers or leachate drainage layer ***
Flanked areas:
Surface emissions on flanked areas (3*) (2*) (2*) (1*) (5*) (4*) *** (8*) (6*) (10*) (1*) (3*) (6*)
Flank construction:
Sloped ***
Benched ***
Geo Membrane Or liner ***
Surface emissions:
Due to Inadequate abstraction from area ***
Due to Inadequate cover material application ***
Due to Inadequate tracking ***
Other Elements
LFG Management Systems in operation ***
Sufficient Flare and blower static pressure capacity *** ** **
Abstraction in active cell n/a *** n/a
Surface Emissions in active cell n/a *** n/a
The system was adequately labelled ^^ ^^ ^^ *** ^^ ^^
Methane & Oxygen Concentrations at the flare were acceptable ***
Vacuum pressure across the abstraction system was acceptable ***
Blockages were noted in gas collection pipe work ***
Surface Emissions Locations 100 ppmv to 500ppmv 1^^^ 1^^^ 3^^^ 1^^^ 1^^^ 2^^^ 4^^^ 2^^^ 3 5 3 3 2 3
Surface Emissions Locations 500 ppmv to Maximum ppmv recorded 8^^^ 5^^^ 9^^^ 8^^^ 5^^^ 6^^^ 10^^^ 19^^^ 7 9 10 1 7 23
Number of localised sources over the recommended
guideline limit around features (500 ppmv)5 2 5 6 1 2 0 21 0 3 1 3 6 20
Number of diffuse sources over the recommended
guideline limit from surfaces (100 ppmv)4 4 7 3 5 6 14 5 10 10 12 1 3 6
Multiples over recommended limit (500 ppmv at features)
for maximum concentration recorded8.79 4.75 10.79 9.47 1.59 8.62 0 14.51 5.41 7.27 11.68 3.24 4.17 37.96
Multiples over recommended limit (100 ppmv on
surfaces) for maximum concentration recorded29.01 9.57 132.53 20.14 23.34 17.14 37.15 48.58 26.13 30.56 43.31 3.66 17.68 114.29
Total Number of Surface Emissions locations 9 6 12 9 6 8 14 26 10 14 13 4 10 26
Notes: *denotes number of instances. **denotes not conclusive. ***denotes no adequate systems in place. ^denotes it was not possible to accurately identify exactly the nature of emissions. ^^denotes in place but not adequate. ^^^denotes that the number of surface emission locations does not necessarily represent the extent and intensity of the surface emission zone. ^^^^denotes that elevated oxygen concentrations were recorded at one enclosed flare. denotes Yes (i.e. yes there was surface emissions from facility or yes parameter was in operation) dependant upon question asked in parameter box. denotes No (i.e. No there was not surface emissions from facility or No parameter was in operation) dependant upon question asked in parameter box.
Office of environmental enforcementSummary Report - Independent Assessment of Landfill Gas Emissions and Management Systems at 29 EPA Licensed Landfills in the Republic of Ireland
10. appendix 2
Parameter W0004-01 W0028-01 W0109-01 W0024-01 W0078-02 W0165-01 W0009-02 W0109-01 W0077-02 W0021-01 W0029-01 W0074-02 W0030-02 W0201-01 W0178-01
Surface emissions from Vertical Wells:
Due to Uncapped vertical well
Due to Inadequate abstraction from wells
Due to Inadequate condensate removal
Due to Inadequate abstractive capacity
Due to inadequate well sealing
Leachate slope risers:
Surface emissions from leachate side slope
risers and leachate chambers
Abstraction from leachate riser, chambers or leachate drainage layer
Flanked areas:
Surface emissions on flanked areas (9*) (5*) (5*) (4*) (6*) (1*) (4*) (3*) (5*) (5*) (5*) (5*) (6*) (4*) (3*)
Flank construction:
Sloped
Benched
Geo Membrane Or liner
Surface emissions:
Due to Inadequate abstraction from area
Due to Inadequate cover material application
Due to Inadequate tracking
Other Elements
LFG Management Systems in operation
Sufficient Flare and blower static pressure capacity
Abstraction in active cell
Surface Emissions in active cell
The system was adequately labelled ^^ ^^
Methane & Oxygen Concentrations at the flare were acceptable ^^^^ ^^^^ ^^^^
Vacuum pressure across the abstraction system was acceptable ^^
Blockages were noted in gas collection pipe work ** ^^
Surface Emissions Locations 100 ppmv to 500ppmv 5^^^ 2^^^ 5^^^ 2^^^ 6^^^ 2^^^ 3^^^ 2^^^ 5^^^ 4^^^ 0 3^^^ 3^^^ 1^^^ 2^^^
Surface Emissions Locations 500 ppmv to Maximum ppmv recorded 6^^^ 10^^^ 3^^^ 8^^^ 16^^^ 1^^^ 8^^^ 4^^^ 5^^^ 7^^^ 11^^^ 9^^^ 3^^^ 10^^^ 5^^^
Number of localised sources over the recommended
guideline limit around features (500 ppmv)0 6 0 2 12 1 6 1 1 3 0 4 0 7 4
Number of diffuse sources over the recommended
guideline limit from surfaces (100 ppmv)11 6 8 8 11 2 5 4 9 8 11 8 6 4 3
Multiples over recommended limit (500 ppmv at
features) for maximum concentration recorded0 11.2 0 8.7 21.17 1.09 5.06 2.42 4.68 17.44 28.81 7.12 0 7.58 6.84
Multiples over recommended limit (100 ppmv on
surfaces) for maximum concentration recorded25 39.6 13.6 68.39 19.03 4.42 18.93 20.22 15.54 39.98 128.59 19.39 18.11 10.51 8.28
Total Number of Surface Emissions locations 11 12 8 10 23 3 11 5 10 11 11 12 6 11 7
Table 3.1 Tabular overview of summary findings from Surface emission survey’s carried out in 2009
Office of environmental enforcementSummary Report - Independent Assessment of Landfill Gas Emissions and Management Systems at 29 EPA Licensed Landfills in the Republic of Ireland
15 Summary Report - Independent Assessment of Landfill Gas Emissions and Management Systems at 29 EPA Licensed Landfills in the Republic of Ireland
Headquarters and South East RegionEnvironmental Protection AgencyPO Box 3000, Johnstown Castle EstateCounty Wexford, IrelandBosca Poist 3000, Eastát Chaisleán Bhaile SheáinContae Loch Garman, ÉireT: +353 53 916 0600F: +353 53 916 0699South/South West RegionInniscarra, County Cork, IrelandInis Cara, Contae Chorcaí, ÉireT: +353 21 487 5540F: +353 21 487 5545East/North East RegionMcCumiskey House, RichviewClonskeagh Road, Dublin 14, IrelandTeach Mhic ChumascaighDea-Radharc, Bóthar Cluain SceachBaile Átha Cliath 14, ÉireT: +353 1 268 0100F: +353 1 268 0199West/North West RegionJohn Moore RoadCastlebar, County Mayo, IrelandBóthar Sheán de MórdhaCaisleán an Bharraigh, Contae Mhaigh Eo, ÉireT: +353 94 904 8400F: +353 94 904 8499E: [email protected] W: www.epa.ieLoCall: 1890 33 55 99
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