procedures for determining site-specific background conditions and their impact on site remediation...
TRANSCRIPT
Procedures for Determining Site-Specific Background Conditions and Their Impact on SiteRemediation
CPANS – 2012 Spring Conference
April 24, 2012
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Authors and Presenter
Authors
Anne G. Way
Tai. T. Wong
Yong Li
James G. Carss
Presenter
Anne Way, P. Chem. [email protected]
O’Connor Associates - A Parsons CompanyCalgary, Alberta
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Outline
What is background? Provincial and
Federal Guidance Methodology
Picking locations Calculation What about outliers?
Case studies
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What is Background?
Concentration of a substance in the environment that can be attributed to natural sources Can also include anthropogenic sources, as long as they
are not specifically related to site activities
Can vary regionally and locally based on the soil and bedrock present So use of federal/regional background data for site-
specific remediation is generally not a good idea
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Provincial and Federal Guidance
SourceMethod Description
ReferenceSoil Groundwater
Ontario MOE 97.5 percentile 97.5 percentile
ON MOE 2011. Rationale for the Development of Soil and Groundwater Standards for Use at Contaminated Sites in Ontario
BC MOE
95 percentileOutlier removal:data ≥ Q3 + (1.5 x IQR)data ≤ Q1 – (1.5 x IQR)
95 percentile
BC MOE 2004. Protocol 9 for Contaminated Sites – Determining Background Groundwater QualityBC MOE 2005. Technical Guidance on Contaminated Sites #16, “Soil Sampling Guide for Local Background Reference Sites
AEW95 percentileOutlier removal:data ≥ 2 x stdev + mean
Not specified AENV 2009. Subsoil Salinity Tool
USEPA
95 % UPL (normal dist)Outlier removal:Rosner or Dixon’s test95 percentile (non-parametric)Outlier removal:Rosner or Dixon’s test
95 % UPL (normal dist)Outlier removal:Rosner or Dixon’s test95th percentile (non-parametric)Outlier removal:Rosner or Dixon’s test
Singh and Singh 2010. ProUCL Version 4.1.00 Technical Guide (Draft), EPA/600/R-07/041
Other mean + (3 x stdev) mean + (3 x stdev)
“Recommended” Procedures for Calculating Background
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Methodology - Locations
Background locations need to match onsite conditions, but are unaffected by anthropogenic activities As close in distance to site as possible
Can use non-impacted onsite areas in SOME cases (EPA 2002) Not influenced by site activities (upgradient, up-wind, up-hill) Match geological strata represented by site characterization data
Representative of range of soil samples to which they will be compared (more than one area may be required)
In most cases, this idealized background location does not exist
EPA. 2002. Guidance for Comparing Background and Chemical Concentrations in Soil for CERCLA Sites . EPA 540-R-01-003, U.S. Environmental Protection Agency, Office of Emergency and Remedial Response, Washington, DC.
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Methodology - Locations
Complications Complex site history Incomplete site characterization/conceptual site model Minimal resources Limited availability of background information
e.g., Sites located within cities
How many locations? The more the better!
Larger number of samples more accurate estimate lower error rates
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Methodology - Calculations
Histograms Assess shape of data
Symmetric (normal distribution) Skewed (logarithmic, other)
Assess spread of data Tightly clustered around a certain value? Stay within certain limits?
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Methodology - Calculations
Box and whisker plots Shows the shape, central tendency and variability of the data Useful for comparing several data sets
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Methodology - Calculations
Percentiles The nth percentile has n % of the data below it and
(100-n) % of the data above it Based on your current data set
Will change with additional data
Prediction Limits (PLs) The upper bound of the associated prediction limit (UPL)
“about 95% of the time, or I am 95% confident that, the next future observation taken will be less than X”
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Methodology – What About Outliers?
“An observation that does not conform to the pattern established by other observations” (Hunt et al. 1981) An unavoidable problem
Sources of outliers Recording, transcription, data-coding errors Calibration problems, unusual sampling conditions Manifestations of larger spatial or temporal variability than
expected e.g., small-scale variability within individual soil samples
Indication of unsuspected contamination
Hunt, W.F., Jr., Akland, G., Cox, W., Curran, Frank,N., Goranson, S., Ross, P. Sauls, H., and Suggs, J. 1981. U.S. Environmental Protection Agency Intra-Agency Task Force Report on Air Quality Indicators, EPA-450/4-81-015. Environmental Protection Agency, National Technical Information Service, Springfield, Va.
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Methodology – What About Outliers?
May bea) True measurements of conditions on-site
b) An actual error
Must identify which class the outlier falls into! Both outlier tests and a qualitative review of field and
laboratory data should be used to determine if the data point should be eliminated from the data set Many different types of outlier analysis
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Methodology – What About Outliers?
EPA (2002) recommends 5 steps to treat outliers1. Identify extreme values that may be potential outliers
Box plots, histograms
2. Apply statistical tests Dixon’s, Rosner’s, others….
3. Review statistical outliers with qualitative field and laboratory data Decide on their class (true measurement or error)
4. Conduct data analysis with and without outliers
5. Document everything!
EPA. 2002. Guidance for Comparing Background and Chemical Concentrations in Soil for CERCLA Sites . EPA 540-R-01-003, U.S. Environmental Protection Agency, Office of Emergency and Remedial Response, Washington, DC.
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Case Study 1
Site in Alberta Former oilfield facilities: well, pump jack, scrubber shack, storage
tanks, pipelines Currently agricultural land use Stratigraphy: silt and/or clayey silt with inter-bedded
discontinuous sand lenses Fine-grained, fine-textured soils
Salinity related contaminants of concern in soil Tier 1 Salt Contamination Remediation Guidelines
(SCARG) evaluation Need to calculate background for EC and SAR
Limited site characterization and budget
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Case Study 1
Well Head
Area of Potential Impact
Background locations
Background locations Representative of un-
impacted soil Collected near area of
potential salinity impact
Used to identify a soil rating category Upper limit of the soil
rating category becomes the guideline
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Case Study 1
Boxplots of background data vs. Area of Potential Impact (AOPI) Data
EC and SAR data distributions are very similar in background vs. AOPI IQR is smaller in the AOPI since there
is more data Medians very similar No identified “potential outliers”
Indicates that any elevated EC/SAR located in the AOPI may be natural and not-site related
All depths included
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Case Study 1
Calculation of Background
Sub-divided into different depths intervals
USEPA UPL method could not be performed: Data not quite
normal Not enough data
(8-10 min)
Electrical Conductivity (dS/m) 0 – 0.3 m 0.3 – 1 m 1 – 1.5 m > 1.5 mSummary Stats (w/o outlier removal)
Number of Observations 6 7 7 22
Average 0.4 0.5 4.2 7.8
Standard Deviation 0.14 0.14 5.9 2.4
Maximum 0.6 0.7 14.0 13.0
Minimum 0.3 0.4 0.4 3.7
Background Calculation Methods
ON MOE (97.5th Percentile) 0.6 0.7 13.4 12.5
BC MOE (95th Percentile) 0.6 0.7 12.8 12.0
AEW (95th percentile with outlier removal) 0.6 0.7 12.8 12.0
USEPA 95% UPL with outlier removal (normal dist)
97.5th Percentile with outlier removalID0.6
ID0.7
ID13.4
ID12.5
Other (average + 3 Stdev) 0.9 0.9 24.7 15.0
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Case Study 1
Calculation of Background
Sub-divided into different depths intervals
USEPA UPL method could not be performed: Data not quite
normal Not enough data
(8-10 min)
Electrical Conductivity (dS/m) 0 – 0.3 m 0.3 – 1 m 1 – 1.5 m > 1.5 mSummary Stats (w/o outlier removal)
Number of Observations 7 6 6 22
Average 1.07 2.7 6.5 11.3
Standard Deviation 2.1 3.26 5.3 4.5
Maximum 5.4 7.0 14.0 15.0
Minimum 0.16 0.23 0.7 1.0
Background Calculation Methods
ON MOE (97.5th Percentile) 4.8 7.0 13.5 15.0
BC MOE (95th Percentile) 4.1 7.0 12.9 15.0
AEW (95th percentile with outlier removal) 0.3 7.0 12.9 15.0
USEPA 95% UPL with outlier removal (normal dist)
97.5th Percentile with outlier removalID0.3
ID7.0
ID13.5
ID15.0
Other (average + 3 Stdev) 7.4 12.5 22.3 24.8
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Case Study 1
Within each depth interval, background is calculated and used to identify a soil rating category
Upper limit of the soil rating category becomes the guideline for that depth interval
Identified Soil Rating Category for SAR 0 – 0.3 m 0.3 – 1 m 1 – 1.5 m > 1.5 mBackground Calculation Methods
ON MOE (97.5th Percentile) Fair (8) Fair (8) Unsuitable (14) Unsuitable (15)
BC MOE (95th Percentile) Fair (8) Fair (8) Unsuitable (13) Unsuitable (15)
AEW (95th percentile with outlier removal) Good (4) Fair (8) Unsuitable (13) Unsuitable (15)USEPA
95% UPL with outlier removal (normal dist)97.5th Percentile with outlier removal
IDGood (4)
IDFair (8)
IDUnsuitable (14)
IDUnsuitable (15)
Other (average + 3 Stdev) Fair (8) Unsuitable (13) Unsuitable (22) Unsuitable (25)
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Case Study 1
Excavation required based on BC, MOE,
AEW, USEPA and “other” method
Additional excavation required based on AEW and USEPA method
Different excavation area depending on background calculation method
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Case Study 2
Former fertilizer facility in Manitoba Fertilizer contaminants in soil and groundwater Native soil profile: inter-layered silt and clay to
4.4 mbg, fractured bedrock below Groundwater in overburden: 1 mbg Depth to groundwater in bedrock: 11 to 14 mbg Groundwater ingestion pathway a concern
Water wells within 500 m of the site No aquitard between the impacted zone within
overburden and the underlying bedrock aquifer
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Case Study 2
Calculation of background nitrate in groundwater required Possible non-site related anthropogenic sources from residential
septic tanks located upgradient of site Suspect that background nitrate is greater than the CCME drinking
water standard of 10 mg/L Required a soil clean-up criteria to delineate site-related nitrate
impacts Calculated based on background groundwater criteria
Complications Choosing appropriate background locations Potential seasonality of groundwater concentrations Difficulty in determining groundwater flow direction
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Case Study 2
Site
500 m radius line
Downgradient locations in green
Background locations in blue Representative of un-impacted soils Takes into account potential, non-site
related sources of nitrate Collected upgradient from site
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Case Study 2
No significant seasonal fluctuationsSite data has different distribution than background data
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Case Study 2
All data, fall and spring distributions are very similar to each other in both background and site data Negligible seasonal variability
Background data distributions different than Site data distributions IQR is larger in the site data More identified “potential outliers”
on site Indicates that elevated nitrate
concentrations onsite are site-related (above background)
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Case Study 2
Background calculation method comparison
Since no significant seasonal fluctuations, only calculated for all seasons
All site-specific backgrounds are above CCME drinking water standard of 10 mg/L
Nitrate (mg/L) All SeasonsSummary Stats (w/o outlier removal)
Number of Observations 53Average 7.2
Standard Deviation 3.6Maximum 20.0Minimum 1.1
Background CalculationsON MOE (97.5th Percentile) 15.7
BC MOE (95th Percentile) 13.2AEW (95th percentile with outlier removal) 11.0
USEPA 95% UPL with outlier removal (normal dist)
97.5th Percentile with outlier removalNA
15.7Other (average + 3 Stdev) 18.0
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Case Study 2
b
aWOCOCwatersoil
HfKCC
'
Partitioning calculation for site-specific soil criteriaUsing standard CCME parameters
Nitrate Groundwater (mg/L) Soil (mg/kg)
Background Calculations
ON MOE (97.5 Percentile) 15.7 3.4
BC MOE (95 Percentile) 13.2 2.8
AEW (95 percentile with outlier removal) 11.0 2.4
USEPA 95% UPL with outlier removal (normal dist)
97.5 Percentile with outlier removalNA15.7 3.4
Other (average + 3 Stdev) 18.0 3.9
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Conclusions
BC MOE and ON MOE methods are very similar
Methods including outlier analysis yield different results than those that don’t Take care in the identification and treatment of outliers
Other methods (e.g, average + 3 x stdev) often yield background values that are above the data maximum Use at your own discretion