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23-Chem-B2 Environmental Engineering · December 2013

Question 7 of 7: Soil remediation technologies, and measurement-technique sensitivity, reliability and accuracy

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Paper format. EGBC 04-Chem-B2 Environmental Engineering, December 2013, 3 hours, closed-book with a candidate-prepared double-sided 8½×11-inch aid sheet. Seven problems, each worth 20 marks; candidates attempt any five, and only the first five answers in the workbook are marked. All seven problems are solved below as a complete study resource.

Reference texts: G. Tchobanoglous, F. L. Burton & H. D. Stensel (Metcalf & Eddy), Wastewater Engineering: Treatment and Reuse (4th ed., McGraw-Hill) — BOD kinetics, dissolved air flotation, activated-sludge design, nutrient removal; M. L. Davis & D. A. Cornwell, Introduction to Environmental Engineering (5th ed., McGraw-Hill) — drinking-water treatment, air pollution control, ion exchange, reverse osmosis, soil remediation; C. D. Cooper & F. C. Alley, Air Pollution Control: A Design Approach — membrane/condensation/adsorption control technologies, thermal oxidation, odour control; S. P. Turner, Workbook of Atmospheric Dispersion Estimates (2nd ed., CRC Press) — the Gaussian plume model and Pasquill–Gifford stability classes. Canadian context follows the Canadian Environmental Protection Act (CEPA 1999), the Canadian Council of Ministers of the Environment (CCME) Municipal Wastewater Effluent and Drinking Water Quality guidelines, and provincial air/water permitting practice (e.g. BC Environmental Management Act, Metro Vancouver air-quality bylaws), which govern effluent/emission limits and treatment-technology selection referenced throughout.

Question 7: Soil remediation technologies, and measurement-technique sensitivity, reliability and accuracy (20 marks)

Question text not reproduced: the examination questions are © Engineers and Geoscientists BC. Open the official past paper (linked at the top of this page) to read the question, then follow the worked solution below.

(i) Soil remediation technologies (treat and replace at source)

(a) Cadmium/mercury toxic-metals spill — ex-situ soil washing. Example: a former battery-recycling or metal-plating facility yard where a spill has left elevated Cd/Hg concentrations in the near-surface soil. The contaminated soil is excavated and processed through an ex-situ soil-washing plant that separates soil by particle size (screening/hydrocyclone) and then applies a chemical extraction wash (e.g. dilute acid, chelating agent such as EDTA, or a proprietary metal-extraction reagent) to the fine-grained fraction where metals preferentially sorb, physically removing the Cd/Hg from the soil matrix into a concentrated wash-water/sludge stream that is then treated and disposed of separately (precipitation, stabilization). The washed, decontaminated soil (which is the bulk of the mass, since coarse fractions are typically clean) is returned to the excavation, satisfying the “treat and replace at source” assumption; this is preferred over immobilization-only technologies (e.g. stabilization/solidification) specifically because the question requires the soil to be treated (contaminant actually removed) rather than only chemically locked in place before replacement.

(b) Heavy crude oil contamination — ex-situ biopile (landfarming-in-a-pile) treatment. Example: a tank-farm containment berm where a slow, chronic seep has left the soil impacted with weathered, heavy (high-molecular-weight) crude fractions. Excavated soil is placed in an engineered above-grade biopile with aeration piping and, where needed, nutrient (N, P) and moisture amendment, stimulating indigenous hydrocarbon-degrading bacteria to biodegrade the petroleum fractions aerobically over a period of months; because heavy crude fractions (asphaltenes, resins) degrade slowly, the biopile is typically operated until confirmation sampling shows the target hydrocarbon-fraction criterion (e.g. CCME F3/F4) is met, at which point the treated soil is returned to the excavation. This ex-situ biological approach is chosen over excavation-to-landfill because it actually treats and returns the soil (satisfying the assumption) at substantially lower cost than thermal desorption for a large volume of only moderately (not acutely) contaminated soil.

(ii) Sensitivity, reliability and accuracy in ambient air-quality instrumentation

Sensitivity (S) is the smallest change in the measured pollutant concentration that produces a detectable, distinguishable change in the instrument's output signal (the slope of the instrument's response curve, $S=\Delta(\text{signal})/\Delta(\text{concentration})$). It matters for ambient air monitoring because many criteria pollutants (e.g. ozone, fine particulate) must be tracked at low ambient concentrations where a low-sensitivity instrument would report a flat, uninformative signal even as the true concentration varies meaningfully near a health-based threshold; an instrument's sensitivity must therefore be matched to the concentration range and averaging time specified in the applicable ambient air quality objective/standard, not just to the pollutant's typical peak concentration.

Reliability (R) is the consistency of the instrument's response to the same true concentration across repeated measurements and over the extended, largely unattended deployment periods typical of a continuous ambient air-quality monitoring station (weeks to months between calibration visits). A monitoring network's regulatory and public-health value depends on continuous, gap-free records; an unreliable instrument that drifts or fails silently between site visits produces data gaps or, worse, plausible-looking but wrong values that can mask a real exceedance or trigger a false alarm, so reliability is typically ensured by automated span/zero checks, redundant sensors at critical sites, and a defined data-validation/QA program.

Accuracy (A) is how closely the instrument's reported concentration matches the true concentration, typically established by periodic calibration against a certified reference standard (e.g. a NIST-traceable gas standard for a gas analyzer, or a Federal Reference Method sampler run in parallel for a particulate monitor). Accuracy matters because ambient air-quality objectives are absolute concentration thresholds (e.g. a specific µg/m³ limit) — a precise but inaccurate instrument (consistently biased) can report a plausible, stable trend while every value is systematically wrong relative to the regulatory threshold, which is a fundamentally different and more dangerous failure mode than simple measurement noise.

Together, S, R and A define the overall defensibility of an ambient air-quality monitoring program in a way directly analogous to compliance monitoring for a point-source discharge: sensitivity sets the floor of what changes can be meaningfully detected, reliability governs how representative and complete the resulting record is, and accuracy governs whether the reported values can be trusted against the regulatory threshold itself — a program strong in only one of the three still yields a poor overall picture of true ambient air quality.

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