Derivation of Science-Based Environmental Benchmarks for Myra Creek:
Background and Approach
- H. Bailey - PhD, RPBio
- C. Pettem – MSc, RPBio
- J. Baker - MSc, PChem
Nautilus Environmental (on behalf of Nyrstar Myra Falls)
Derivation of Science-Based Environmental Benchmarks for Myra - - PowerPoint PPT Presentation
Derivation of Science-Based Environmental Benchmarks for Myra Creek: Background and Approach H. Bailey - PhD, RPBio C. Pettem MSc, RPBio J. Baker - MSc, PChem Nautilus Environmental (on behalf of Nyrstar Myra Falls) Acknowledgements
Nautilus Environmental (on behalf of Nyrstar Myra Falls)
Objective (SBEBS: review the basics) Study Site Conceptual model
Contaminants of concern Biological receptors
Approach
Site details, contaminant data and response metrics Convert contaminant data into benchmarks (max, average)
Preliminary findings and validation
Develop Science-Based Environmental Benchmarks for
Key points:
Measurable Instream concentrations Reflects site-specific conditions Protective of aquatic life Basis for operational and closure targets
WQG SBEB Toxic Concentration
[Contaminant Concentrations]
Screening Level Risk Assessments SBEBs/SSWQOs Measurable Impairments
Cutthroat trout
Only fish species present Limited critical habitat (off-channel refugia, spawning)
Benthic macroinvertebrate community
Low productivity, high diversity (EPT taxa)
Identified by exceedances of BCWQGs in Myra Creek Sampling conducted under low and high-flow conditions (5
Primary COCs included copper, zinc and cadmium Small (≤10%) and occasional exceedances were observed
Under high-flow conditions, concentrations of some COCs
Short Term BCWQG Long Term BCWQG Maximum measured 0.00 0.01 0.02 0.03 0.04 0.05 0.06 0.07
5 in 30 Total Copper (mg/L)
0.184 mg/L
High Flow Low Flow
M2 M1 M2 M1
Short Term BCWQG Long Term BCWQG Maximum measured
0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.00
5 in 30 Total Zinc (mg/L)
2.67 mg/L
High Flow Low Flow
M2 M1 M2 M1
0.0000 0.0001 0.0002 0.0003 0.0004 0.0005 0.0006 0.0007 0.0008
5 in 30 Total Cadmium (mg/L)
Short Term BCWQG Long Term BCWQG Maximum measured
High Flow Low Flow
M2 M1 M2 M1
Extensive analytical data from site and discharge as part of regulatory
Extensive biological and toxicological data from site and discharge samples
High confidence that ambient metals concentrations are not causing
Need to present analytical data in format useful for benchmarks (i.e.,
Analytical
Historical monitoring program (effluent and receiving environment) 5-in-30 sampling program (low and high flow conditions)
Biological monitoring data--Five EEM cycles under MMER back to 2003
Benthic macroinvertebrate community surveys In situ chronic exposures of cutthroat trout early life stages Fish surveys
Toxicity tests on effluent
Acute and sublethal testing on multiple species
Scale As Shown Date: Oct. 2018 Locations of Benthic Invertebrate, Hatchbox, and Water Quality Sampling Locations in Reference Locations Myra Falls Sixth Environmental Effects Monitoring Program
Scale As Shown Date: Oct. 2018 Locations of Benthic Invertebrate, Hatchbox, and Water Quality Sampling Locations in Reference Locations Myra Falls Sixth Environmental Effects Monitoring Program Locations of Benthic Invertebrate, Hatchbox, and Water Quality Sampling Locations in Exposure Locations Myra Falls Sixth Environmental Effects Monitoring Program Scale As Shown Date: Oct. 2018
Chalmers, B., J. Elphick, G. Gilron and H. Bailey. 2014. Evaluation of an in
Methodology has also been used at other sites in Canada and the US.
Impacts Site Recovery Stormwater monitoring
(SeaTac Int’l Airport)
Key underlying data component: EEM monitoring data over 5 cycles
5-in-30 sampling data
Used to identify exceedances of WQGs and seasonal differences in
concentrations
Historical monthly sampling data (2007 – 2012)
Use to identify stable distribution patterns (much larger sample size,
multiple years of data)
Toxicity data
Used in supporting role to validate findings
Basic Assumption: distribution of concentrations in historical dataset represents a
Model Development needs to be transparent and defensible Already have a family of models based on hardness;
Re-fit model such that only 5% of datapoints exceed estimated values to establish
Derive best-fit model using all the data points to obtain the average exposure
Compare with other recognized criteria, toxicity results, etc., for validation Revise if needed
Focus on data from M2
Downstream of all inputs; reflects mine influences, as well as other inputs Well-mixed Essentially the same concentrations as TP-4
Focus on the dissolved fraction; largely recognized as the bioavailable
Copper used to demonstrate concept
BC Short Term WQG (µg/L) = (0.094(hardness)+2) BC Long Term WQG (µg/L) = 0.04(hardness)
0.005 0.01 0.015 0.02 25 50 75 100 125 150
Hardness (mg/L)
Total Copper (mg/L)
BC Short Term BC Long Term
0.005 0.01 0.015 0.02 25 50 75 100 125 150
Hardness (mg/L)
Dissolved Copper (mg/L)
BC Short Term BC Long Term
BC Short Term WQG (µg/L) = (0.094(hardness)+2) BC Long Term WQG (µg/L) = 0.04(hardness)
pSBEB Max (µg/L) = 0.122(hardness)+2
0.005 0.01 0.015 0.02 25 50 75 100 125 150
Hardness (mg/L)
Dissolved Copper (mg/L)
SBEB Max
p
pSBEB Max (µg/L) = 0.122(hardness)+2 pSBEB Average (µg/L) = 0.07(hardness)
0.005 0.01 0.015 0.02 25 50 75 100 125 150
Hardness (mg/L)
Dissolved Copper (mg/L)
SBEB Max SBEB Average
p p
0.01 0.02 0.03 0.04 0.05 0.06 0.07 0.08 25 50 75 100 125 150
Hardness (mg/L)
Dissolved Copper (mg/L)
M1 5 in 30 M2 5 in 30 SBEB Max SBEB Average
p p
pSBEB Max (µg/L) = 0.122(hardness)+2 pSBEB Average (µg/L) = 0.07(hardness)
CMC (µg/L) = exp(0.9422*(ln(hardness))-1.7) CCC (µg/L) = exp(0.85452*(ln(hardness))-1.702)
0.005 0.01 0.015 0.02 25 50 75 100 125 150
Hardness (mg/L)
Dissolved Copper (mg/L)
USEPA CMC USEPA CCC
CMC (µg/L) = exp(0.9422*(ln(hardness))-1.7) CCC (µg/L) = exp(0.85452*(ln(hardness))-1.702) pSBEB Max (µg/L) = 0.122(hardness)+2 pSBEB Average (µg/L) = 0.07(hardness)
0.005 0.01 0.015 0.02 25 50 75 100 125 150
Hardness (mg/L)
Dissolved Copper (mg/L) USEPA vs SBEB Guidelines
USEPA CMC USEPA CCC SBEB Max SBEB Average
p p
0.005 0.01 0.015 0.02 0.025 0.03 0.035 0.04 50 100 150 200 250 300 350 400 450 500
Hardness (mg/L)
5 Year Historical Effluent and M2 Dissolved Copper (mg/L)
5 Year Effluent SBEB Max SBEB Average
p p
pSBEB Max (µg/L) = 0.122(hardness)+2 pSBEB Average (µg/L) = 0.07(hardness)
0.005 0.01 0.015 0.02 25 50 75 100 125 150
Hardness (mg/L)
Dissolved Copper (mg/L)
Cycle 6 Cycle 5 SBEB Max SBEB Average
p p
pSBEB Max (µg/L) = 0.122(hardness)+2 pSBEB Average (µg/L) = 0.07(hardness)
Procedures appear to be reasonable and protective; Apply procedures to cadmium and zinc
Use similar process; some tweaks may be necessary.
Short Term BCWQG Long Term BCWQG Maximum measured 0.00 0.02 0.04 0.06 0.08 0.10 0.12 0.14 0.16
5 in 30 Dissolved Aluminum (mg/L)
High Flow Low Flow
M1 TP4 M2 M1 TP4 M2
0.000 0.005 0.010 0.015 0.020 0.025 0.030
Dissolved Copper (mg/L) Across Sites
High Flow Low Flow
M1 5 in 30 M2 5 in 30 M2 5 Year M1 5 in 30 M2 5 in 30 M2 5 Year