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24-MMP-A6 Mining and the Environment · May 2016

Question 1 of 6: Prediction of Acid Generating and Neutralizing Potential

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

Notes on this paper

EGBC National Exam — Mining and Mineral Processing Engineering, 09-MMP-A6 Mining and the Environment, 2016-May. 3 hours duration, open book (any non-communicating calculator permitted). SIX questions are printed on the paper; FIVE questions constitute a complete exam paper, and only the first five questions as they appear in the answer book are marked. Most questions require an essay-format answer; clarity and organization are explicitly assessed.

Reference texts: International Network for Acid Prevention (INAP), Global Acid Rock Drainage (GARD) Guide (ARD prediction, static and kinetic testing, sampling programs); Price, W.A., MEND Report 1.20.1, Prediction Manual for Drainage Chemistry from Sulphidic Geologic Materials (1997/2009) (acid-base accounting, sampling protocols); Government of Canada, Metal and Diamond Mining Effluent Regulations (MDMER, the current name for the exam's "MMER") under the Fisheries Act; Government of Canada, Impact Assessment Act (successor to the 2012 Canadian Environmental Assessment Act); BC Ministry of Energy, Mines and Low Carbon Innovation, Health, Safety and Reclamation Code for Mines in British Columbia (current edition) (closure planning, reclamation, waste dump erosion control); Canadian Dam Association (CDA), Dam Safety Guidelines (2013/2019 update) (tailings embankment design, dam safety inspections, failure modes); Global Industry Standard on Tailings Management (GISTM, 2020) (tailings governance and monitoring); Vick, S.G., Planning, Design, and Analysis of Tailings Dams (1990) (upstream/centerline/downstream embankment construction methods, beach hydraulic sorting); ATSDR, Toxicological Profiles for arsenic, polycyclic aromatic hydrocarbons, molybdenum and silica.

Question 1: Prediction of Acid Generating and Neutralizing Potential (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.

A. Critique of the visual assessment method

The study's method was fundamentally flawed because it relied entirely on qualitative, unaided visual observation in place of any quantitative geochemical testing – a trained geologist's eye cannot reliably detect finely disseminated or micron-scale sulphide grains, which contribute disproportionately to acid generation because of their high reactive surface area per unit mass despite being visually inconspicuous. A "did not appear to have reacted" judgement on exposed surfaces is likewise unreliable, since early-stage oxidation rinds and secondary sulphate efflorescence can be subtle, seasonal, or washed away between site visits, and the absence of visible staining says nothing about the sample's underlying acid-base balance. The assumption that a sub-alpine climate was "not conducive to weathering" ignored that freeze-thaw cycling, snowmelt infiltration and seasonal wetting-drying are themselves effective physical and chemical weathering agents, and that acid generation is a self-sustaining, bacterially-catalyzed sulphide-oxidation reaction chain that, once initiated in even a small fraction of the rock mass, can proceed regardless of ambient climate severity. Most critically, the presence of natural sulphidic outcrops already producing acidic drainage in the surrounding region was direct, site-specific physical evidence that the geologic setting was acid-generating, and this evidence was not used to validate or override the visual waste-rock assessment. A defensible ARD prediction program requires representative sampling across all waste rock lithologies, laboratory acid-base accounting (ABA) at minimum, and ideally kinetic testing, not a subjective visual opinion substituted for measured geochemistry.

B. Assessing acid generating/neutralizing potential through the mine life cycle

i) Exploration and pre-production phases. Assessment should begin as soon as sulphide mineralization is identified in drill core, well before a waste rock characterization program is formally scoped. Representative samples must be collected from every distinct lithological and alteration unit that will be mined as waste, using a sampling density and spatial distribution tied to the deposit's geological model (composited drill core, not just surface grab samples, since near-surface material is often already weathered and unrepresentative of fresh rock at depth) – this specifically corrects the Question 1 case's error of relying on surface-outcrop appearance alone. Each sample undergoes static acid-base accounting (ABA): total or sulphide sulphur is measured (commonly by LECO furnace combustion) to calculate Acid Potential via the Sobek stoichiometric factor, $AP = 31.25 \times \%S$, and acid titration (Sobek or modified Sobek method) measures Neutralization Potential (NP) from the sample's carbonate and other neutralizing minerals; the ratio $NPR = NP/AP$ then screens each sample as likely, possible/uncertain, or non-acid-generating. Because static testing cannot capture reaction rate or lag time, a representative subset spanning the range of NPR values (particularly all "possible/uncertain" samples) proceeds to kinetic testing – humidity cell tests (weekly wet/dry leach cycles over 20+ weeks, tracking pH, sulphate and metals release rate) and, where a field-scale check is warranted, column tests on coarser, less-crushed material. Mineralogical characterization (petrographic thin section, XRD, or automated SEM-based mineralogy) should confirm which specific sulphide and carbonate minerals are present and their liberation/grain size, since reactivity varies enormously between sulphide species (e.g. pyrrhotite oxidizes far faster than pyrite) and neutralizing mineral type (fast-reacting calcite versus slow-reacting silicate-hosted carbonates). The combined dataset feeds a block model of ARD potential across the future pit and waste dump footprint, informing mine planning decisions such as selective waste handling and dump design well before production begins.

ii) Production phase. Once mining begins, characterization shifts from deposit-wide prediction to operational confirmation and waste-stream management: blast-hole or face samples from each newly exposed waste rock face are tested (typically with rapid static ABA, sometimes supplemented by field paste-pH/net-acid-generation (NAG) test kits for faster turnaround) to confirm that the block matches its predicted classification in the geological model before it is hauled and placed. Waste rock is then selectively handled – potentially acid-generating (PAG) material is directed to designated encapsulation zones within the waste dump while non-acid-generating (NAG) material is used as general fill or as cover/blending stock – and this selective placement is only defensible if the production-phase testing program is dense and timely enough to classify material before placement, not after. Kinetic (humidity cell/column) testing continues on production samples throughout mine life to refine lag-time and loading-rate predictions as more of the deposit is exposed, and field verification – seepage and drainage water quality monitoring around waste dumps, water balance and geochemical modelling – closes the loop by confirming or correcting the original predictions against actual site performance, feeding back into any required remediation such as re-handling misclassified material or installing additional water management or covers.

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