Reference Materials for Environmental Performance Testing Dr Steve Wood Head of Regulatory and Legislative Services. ISPRA 25 June 2009

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Reference Materials for Environmental Performance Testing Dr Steve Wood Head of Regulatory and Legislative Services ISPRA 25 June 2009

Outline Background to LGC UK MCERTS scheme Reference materials production at LGC Teddington Case study Issues and Considerations

LGC Limited - Locations

Activities at LGC Teddington Analytical Services Forensic Science Food Safety Pharmaceutical Lifescience 62% 62 % 8% 8 % Contract R&D 30% 30 % Quality Services Reference Materials Proficiency Testing Training ~ 400 staff on Teddington site

Activities at LGC Teddington Analytical Services Forensic Science Food Safety Pharmaceutical Lifescience 62% 62 % 8% 8 % Contract R&D 30% 30 % Quality Services Reference Materials Proficiency Testing Training ~ 400 staff on Teddington site

LGC s UK National Roles Government Chemist National Measurement Institute Referee Analyst (20 Acts of Parliament) Adviser to UK government & industry on regulations and scientific input Delivers world-class measurement science & technology Provides traceable and increasingly accurate standards of measurement for use in trade, industry, academia and government

What is MCERTS? UK Environment Agency's Monitoring Certification Scheme for monitoring emissions to air, land and water. provides the framework for businesses to meet the UK EA s quality requirements. compliance with MCERTS gives the authorities confidence in the monitoring of emissions to the environment. Monitoring emissions to land Chemical testing of soil. Monitoring emissions to water Equipment for continuous monitoring discharges to rivers, smaller watercourses and the sea. Direct toxicity assessment of effluents. Portable equipment for monitoring water. Sampling and chemical testing of water. Self monitoring of effluent flow.

Key requirements of MCERTS Based on ISO/IEC 17025 with additions: Validation Methods shall be validated for each parameter analysed on matrices likely to be analysed within the laboratory. This validation shall include at least three different soil matrices. In the absence of suitable certified reference materials, recovery estimates relevant to the matrix and parameter under investigation shall be determined by the use of spiking experiments. Where a suitable certified reference material becomes available after recovery estimates have been undertaken, it shall be used to check the bias is satisfactory. Specific performance targets for bias and precision by analyte.

Soil types Classified by particle-size and organic composition: Organic > 20 to 30 % organic matter. Mineral < 20 to 30 % organic matter (depending on clay content) three particle-size groups according to the proportions of sand, silt and clay sized particles in the inorganic fraction <2mm: Sandy Clays Loamy

RM Production at LGC Teddington ISO Guide 34 General Requirements for the Competence of Reference Material Producers ISO/IEC 17025 General Requirements for the Competence of Calibration and Testing Laboratories ISO Guide to the Expression of Uncertainty in Measurement (GUM)

RM Production Written project plan for production of every reference material Production Steps Material specification Sourcing, preparation and subdivision Homogeneity assessment Stability assessment Characterisation of the assigned value(s) Calculation of the assigned value and its uncertainty Documentation and storage of the material Sales and storage and distribution LGC Standards

Material Certification Certification Panel In house group Project team members Independent experts (e.g. statistics) Quality Team representative Review; examine; approve and authorise European Reference Materials Co-operation Technical review by experts from German (BAM) and European (IRMM) metrology and reference material organisations ERM Panel approval www.erm-crm.org

Certificate (ISO Guide 31)

Characterisation Approaches Single Primary (Definitive) Method cost effective if methodology and equipment is readily available Accurate Gravimetric Preparation valid and effective where analyte(s) can be added to the matrix homogeneously Two or More Independent Methods preferable to have validation information available for methods (precision and accuracy) Inter-laboratory Study

Inter-laboratory Studies Qualified participants QC material supplied with candidate material Detailed protocol provided to participants Safety data sheets prepared and supplied Conventional or robust statistical data processing Number and availability of participants

Uncertainty A CRM has one or more property values each with an uncertainty: Uncertainty has 3 components: characterisation homogeneity stability u = u + u + u CRM 2 char 2 hom 2 lts U = k CRM u CRM

LGC Contaminated Land RMs SOIL MATERIALS ERM-CC135 Brick Works Soil Extractable Metals LGC6115 Contaminated Soil PCBs and PAHs LGC6141 Contaminated Soil with Clinker Ash LGC6145 Contaminated Soil Extractable Metals, PAHs and Inorganics LGCQC3004 Clay Soil 1 LGCQC3005 Loamy Sand Soil 1 LGCQC3006 Sandy Loam Soil 1 SEDIMENT MATERIALS Freshwater Sediment Materials LGC6187 River Sediment Extractable Metals LGC6188 River Sediment PAHs LGC6189 River Sediment Extractable Metals Marine Sediment Materials LGC6137 Estuarine Sediment Extractable Metals SEWAGE SLUDGE MATERIALS ERM-CC136a Sewage Sludge Metals LGC6181 Sewage Sludge Leachable Metals LGC6182 Sewage Sludge PAHs LGC6184 Sewage Sludge PCBs

CASE STUDY LGC6115 Soil Characterised for PAHs and PCBs

Production summary Soil sourced from the Czech republic Blended from 3 soils 1 blank soil 1 PCB contaminated soil 1 PAH contaminated soil Soil typed Ground to specific particle size Homogenised Sub-sampled and bottled Irradiated Isotope dilution mass spectrometry for PAHs and PCBs Submitted as a PT scheme round

Analytes PAH Naphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Fluoranthene Pyrene Benz[a]anthracene Chrysene Benzo[b]fluoranthene Benzo[k]fluoranthene Benzo[a]pyrene Indeno[123cd]pyrene Dibenzo[ah]anthracene Benzo[ghi]perylene PCB PCB101 PCB118 PCB138 PCB153 PCB180

PCB Homogeneity Measured as ratios. No absolute values assigned RSD calculated for ratios and then the absolute value was determined based on the characterised value from IDMS measurements Analytes Mean Value (as ratio) U h (as ratio) %RS D Homogeneous @95% Homogeneous @99% PCB101 0.866 0.022 2.54 No No PCB118 0.865 0.009 1.04 Yes Yes PCB138 0.826 0.048 5.81 Yes Yes PCB153 0.769 0.05 6.5 Yes Yes PCB180 1.031 0.131 12.71 Yes Yes

PCB values and uncertainties Analyte Certified value (mg/kg) u char (mg/kg) u h (mg/kg) u lts (mg/kg) u crm (mg/kg) k U crm (mg/kg) RSD PCB101 91.70 0.97 2.33 2.33 3.43 2 6.87 7.5% PCB118 114.70 0.89 1.19 1.19 1.91 2 3.82 3.3% PCB138 15.40 0.37 0.89 0.89 1.32 2 2.64 17.1% PCB153 19.22 0.16 1.25 1.25 1.77 2 3.55 18.5% PCB180 9.52 0.32 1.21 1.21 1.74 2 3.48 36.6% MCERTS performance characteristics: Precision = 15 % RSD Bias = 30 %

PAH values and uncertainties Analyte Certified Value (mg/kg) u char (mg/kg) u h (mg/kg) u lts (mg/kg) u crm (mg/kg) k U crm (mg/kg) RSD Phenanthrene 176.01 2.02 3.70 3.70 5.61 2 11.21 6% Fluoranthene 308.21 2.54 1.25 1.25 3.09 2 6.17 2% Benzo[a]anthracene 35.24 0.17 0.25 0.25 0.38 2 0.77 2% Benzo[a]pyrene 0.13 0.0040 0.0058 0.0058 0.01 2 0.02 14% Benzo[g,h,i]perylene 0.32 0.0135 0.0198 0.0198 0.03 2 0.06 19% MCERTS performance characteristics: Precision = 15 % RSD Bias = 30 %

Issues and challenges Contaminated soil Specialised processing facilities Soil types Soils versus sediments Incurred versus spiked materials Number of willing participants in inter-laboratory studies Transport of samples

Acknowledgements Gill Holcombe Mark Pettengell Dave Curtis Chris Hopley and David Carter UK National Measurement Office Chemical and Biological Metrology Knowledge Base Programme www.nmschembio.org.uk

Thank you Further information: Gill.Holcombe@lgc.co.uk