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18-Env-B4 Site Assessment and Remediation · December 2015

Question 2 of 8: In-Situ vs. Ex-Situ Remediation of a Former Munitions Factory

Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)

Notes on this paper

National Exams; December 2015 — 04-Env-B4 / Site Assessment and Remediation. 3 hours duration; open-book exam (any non-communicating calculator permitted). The paper is split into Section A (five questions, candidates asked to answer three) and Section B (three questions, candidates asked to answer two), each question worth 20 marks. All eight questions are solved below for completeness.

Reference texts. Suthersan & Payne, Remediation Engineering: Design Concepts (CRC Press); Freeze & Cherry, Groundwater; Schwarzenbach, Gschwend & Imboden, Environmental Organic Chemistry; Davis & Cornwell, Introduction to Environmental Engineering (6th ed.); Leeson & Hinchee (1997), Soil Bioventing: Principles and Practice (AFCEE); ASTM E1527 Standard Practice for Phase I Environmental Site Assessments and ASTM E1903 Standard Practice for Phase II ESA; American Petroleum Institute (API) publications on UST release modelling; Ontario Reg. 153/04 under the Environmental Protection Act (Record of Site Condition regime); BC Environmental Management Act / Contaminated Sites Regulation.

Section A — Three of Five Questions

Question A-2: In-Situ vs. Ex-Situ Remediation of a Former Munitions Factory (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.

Two features of this site dominate the choice of approach: its sheer scale (500 ha, 100 buildings) makes uniform ex-situ excavation of the whole property cost- and logistics-prohibitive, and the contaminant list spans essentially every remediation-technology class (inorganics/metals, heavy and light organics, and reactive/explosive residues), meaning no single technology treats everything — the site needs a zoned, contaminant-specific treatment train rather than one blanket method.

In-situ advantages. Treats contamination in place without excavation, so it avoids the cost, worker-exposure risk, and disposal liability of moving hundreds of hectares of soil; it is the only practical option for contamination beneath active buildings/foundations that cannot be demolished during remediation, and for deep or dispersed groundwater plumes where excavation is not physically possible; and it generally has a smaller surface footprint and shorter community disruption than a large excavation campaign.

In-situ disadvantages. Treatment uniformity is hard to verify (heterogeneous subsurface conditions create untreated zones, especially in the clayey/fine fractions common at old industrial sites); several of this site’s contaminant classes are poorly suited to common in-situ methods — explosives and some organochlorine pesticides resist standard in-situ chemical oxidation, and metals cannot be destroyed in-situ (only immobilized), so a change in future site chemistry (pH shift, redox change) can re-mobilize them; treatment times are typically longer (months to years) and performance monitoring is indirect (groundwater/soil-gas sampling rather than direct confirmation of treated mass).

Ex-situ advantages. Direct visual and analytical confirmation of clean-up (the excavation is inspected and confirmatory samples taken from the open cut); much faster for a defined source area; allows off-site disposal or destruction of the highest-risk fraction (explosives-contaminated soil, PCB soil above regulatory thresholds) at a permitted facility designed for that hazard class, removing long-term liability from the site; and different contaminant classes can be segregated and sent to the technology/facility appropriate to each (e.g., metals to a secure landfill, PCB soil to an incinerator).

Ex-situ disadvantages. Requires demolition/access wherever a building sits over contamination, which is impractical across 100 structures still partly standing; generates very large excavation and transport volumes at 500 ha scale, with corresponding cost, truck traffic, and off-site disposal capacity constraints; and creates worker exposure and fugitive dust/vapour risk during excavation of acutely hazardous material (explosives residues, cyanide) that is far better managed in a closed in-situ system.

Recommended technology mix (zoned by contaminant and location). Given the scale and contaminant diversity, no single technology is appropriate site-wide:

Contaminant class — recommended technology
Contaminant classRecommended technologyIn-situ or ex-situ
Metals, strong inorganic acidsExcavation + off-site disposal (hot-spot areas); in-situ solidification/stabilization (large, dispersed low-level areas)Ex-situ (hot spots) / In-situ (bulk)
PAHs, PCBsExcavation + off-site incineration or landfill (high-concentration soil); bioremediation/land-farming for lower-level PAH-only zonesEx-situ
VOCs, pesticidesSoil vapour extraction (SVE) and in-situ bioremediation for VOC plumes; excavation for concentrated pesticide source areasIn-situ (plume) / Ex-situ (source)
CyanideIn-situ or ex-situ chemical oxidation (alkaline chlorination), or excavation for high-concentration soilBoth, contaminant-dependent
Explosives (TNT, RDX residues)Excavation + controlled/open detonation or incineration (explosives cannot generally be treated safely in-situ at high concentration); composting for lower-level residuesEx-situ
Check: no site-specific concentration data or plume delineation is given, so the zoning above is a generic, defensible technology-selection framework rather than a quantitative remedial design — a real remedy would follow a formal remedial technology screening (feasibility study) against site-specific data.