23-Chem-B2 Environmental Engineering · December 2016
Question 3 of 7: Soil Remediation and Measurement Quality
Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)
Notes on this paper
National Exam 04-Chem-B2, Environmental Engineering — December 2016. 3 hours, Closed-Book Exam
with a candidate-prepared 8½×11" double-sided aid sheet. Any five (5) of the seven questions
constitute a complete paper (100 marks); all seven are solved below for completeness.
Reference texts: Metcalf & Eddy (Tchobanoglous, Burton, Stensel), Wastewater
Engineering: Treatment and Reuse, 4th ed.; Davis & Cornwell, Introduction to Environmental
Engineering, 5th ed.; Turner, Workbook of Atmospheric Dispersion Estimates, 2nd ed.;
Cooper & Alley, Air Pollution Control: A Design Approach, 4th ed.
Problem 3: Soil Remediation and Measurement Quality (20 marks)
(i) In-situ remediation of toxic organic waste in soil
In-situ soil vapour extraction (SVE) with bioventing is the representative engineering
method for a volatile/semi-volatile toxic-organic-contaminated site: it treats the soil in place, avoiding
the excavation, transport and disposal liabilities of an ex-situ approach.
Site characterization and well network design. Delineate the contaminant plume (soil
gas surveys, borings) and design an array of vertical/horizontal vapour-extraction and air-injection wells
spaced to achieve an effective radius of influence throughout the impacted zone, verified by a pilot
vacuum/pressure test.
Extraction with bioventing. Apply vacuum at the extraction wells to volatilize and draw
off the more volatile fraction of the contaminant (SVE), while injecting air/oxygen at a low flow rate at
separate wells to sustain aerobic biodegradation of the less-volatile fraction in place (bioventing) —
the two mechanisms run concurrently and target different volatility fractions of the same contaminant mass.
Off-gas treatment and confirmatory monitoring. Route extracted vapour through granular
activated carbon (or a thermal/catalytic oxidizer for high concentrations) before atmospheric release, and
confirm progress with periodic soil-gas and groundwater monitoring against the site's cleanup criteria until
site closure.
(ii) Measurement variability and instrument sensitivity in compliance sampling
Variability is the spread of repeated measurements of the same nominally constant
condition — it comes from both true process variation (diurnal/seasonal loading swings in the actual
effluent) and measurement (analytical) variation, and it is what a compliance sampling plan's frequency and
statistical averaging period (e.g., a 30-day rolling average permit limit) is designed to average out without
masking a genuine, sustained exceedance. Instrument sensitivity is the smallest concentration
change the method can reliably resolve (the calibration-curve slope); if the method detection limit is not
well below the permit limit, small true exceedances near the limit cannot be distinguished from
noise/variability, undermining enforceability.
Designing a defensible compliance sampling plan therefore means: (1) choosing a sampling frequency and
compositing strategy (grab vs. flow-proportional composite) matched to the process's own variability
timescale so the reported value represents the true average condition, not a lucky/unlucky grab sample; and
(2) selecting an analytical method whose sensitivity (and detection limit) is fine enough, relative to the
permit limit, that the plan can actually distinguish compliance from non-compliance rather than reporting
values that are statistically indistinguishable from the limit.