24-MMP-A6 Mining and the Environment · May 2014
Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)
EGBC National Exam — Mining and Mineral Processing Engineering, 09-MMP-A6 Mining and the Environment, 2014-May. 3 hours duration, open book, no calculator permitted. Six questions of equal value (20 marks each) constitute the bank; a candidate answers any FIVE. Most questions require an essay-format answer.
Reference texts: BC Ministry of Energy, Mines and Low Carbon Innovation, Health, Safety and Reclamation Code for Mines in British Columbia (current edition) (permitting, reclamation and closure planning requirements); Canadian Dam Association (CDA), Dam Safety Guidelines (2013/2019 update) (dam classification, embankment raising methods, design flood/PMF); Global Industry Standard on Tailings Management (GISTM, 2020) (tailings governance, upstream-construction restrictions); Price, W.A., MEND Report 1.20.1, Prediction Manual for Drainage Chemistry from Sulphidic Geologic Materials (1997/2009) (acid-base accounting, NPR screening criteria); International Network for Acid Prevention (INAP), Global Acid Rock Drainage (GARD) Guide (ARD prediction, prevention and treatment); Vick, S.G., Planning, Design, and Analysis of Tailings Dams, 2nd ed. (embankment construction methods, seepage control); Government of Canada, Metal and Diamond Mining Effluent Regulations (MDMER) under the Fisheries Act; Government of Canada, Impact Assessment Act (successor to the 2012 Canadian Environmental Assessment Act).
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.
| # | Statement | Answer | Explanation |
|---|---|---|---|
| a) | Subaqueous tailings disposal to fresh water lakes is allowable in Canada. | True | A natural lake can be listed as a Tailings Impoundment Area (TIA) on Schedule 2 of the Metal and Diamond Mining Effluent Regulations (MDMER) under the Fisheries Act – the legal mechanism that permits deposit of tailings into a lake despite the general s.36 prohibition on depositing a deleterious substance into fish-frequented water. Listing requires a federal impact assessment, fish-habitat compensation and long-term monitoring, so it is legal but conditional and increasingly contested (Question 4b). |
| b) | Mineral and mining rights fall under federal jurisdiction. | False | Under ss. 92A and 109 of the Constitution Act, 1867, ownership, management and disposition of Crown minerals within a province are provincial powers; each province administers its own mineral tenure, leases and mining permits. Federal jurisdiction over minerals is the exception – the territories, federal/reserve lands, uranium and some offshore areas – not the general rule. |
| c) | Federal environmental approval is required for most mining projects in Canada. | False | A federal impact assessment under the Impact Assessment Act (successor to the 2012 Canadian Environmental Assessment Act) is triggered only when a project meets a prescribed capacity or physical threshold in the Physical Activities Regulations (e.g. a new metal mine above a stated ore-processing rate, or a tailings/waste-rock facility above a stated size). The majority of mining activity in Canada – exploration, most mine expansions and many smaller operations – proceeds through provincial environmental assessment and permitting alone, so federal review is the scale-triggered exception rather than the norm. |
| d) | Mine sites in Canada are not allowed to discharge effluent to the environment. | False | The MDMER is a permission-with-limits regime, not a prohibition: a mine may discharge effluent (including decant from a listed TIA) to a fish-frequented water body provided it meets prescribed authorized concentration limits for substances such as arsenic, copper, lead, nickel, zinc, un-ionized ammonia, total suspended solids and radium-226, and undertakes an Environmental Effects Monitoring (EEM) program. |
| e) | Progressive reclamation is a requirement under the Mining Act, or equivalent legislation, in your Province. | True | In British Columbia, the Mines Act and the Health, Safety and Reclamation Code require an approved Mine Plan and Reclamation Program before a permit is issued, and progressive reclamation – rehabilitating disturbed ground as mining advances rather than deferring everything to final closure – is an explicit permit condition, with reclamation security posted and periodically updated to cover the outstanding liability. |
| Term | Definition |
|---|---|
| Phreatic surface | The upper boundary of the zone of saturation within an embankment, tailings mass or soil slope – the locus of points where pore-water pressure equals atmospheric pressure. Below it, positive pore pressure drives seepage flow governed by Darcy's law; locating and controlling the phreatic surface (with internal drains, a wide beach, or a downstream toe drain) is the first step in any tailings dam stability analysis and directly governs the seepage outflow quantified in Question 6b. |
| Plasticity index | The numerical range of water content over which a fine-grained soil behaves plastically: $PI = LL - PL$, where $LL$ is the liquid limit and $PL$ the plastic limit (both from the Atterberg-limits framework, below). For example, a tailings sample with $LL = 38\%$ and $PL = 19\%$ has $PI = 38 - 19 = 19\%$; a high PI indicates a highly plastic, compressible, low-permeability clay, while a PI near zero indicates a non-plastic silt or sand more prone to liquefaction (Question 6a). |
| Atterberg limits | A set of standardized water-content boundaries – the shrinkage limit, plastic limit (PL) and liquid limit (LL) – that define the transitions of a fine-grained soil between solid, semi-solid, plastic and liquid consistency states as its water content increases. Determined by the Casagrande cup/fall-cone (LL) and thread-rolling (PL) tests, they are the standard classification framework for tailings and foundation soils and the basis of the plasticity index above. |
| Standard Proctor Compaction Test | A laboratory test (ASTM D698) that compacts soil into a mould in three layers, each struck with 25 blows of a 2.5 kg hammer dropped 305 mm, at a series of moisture contents, to determine the soil's maximum dry density and optimum moisture content. The result sets the target compaction specification (typically a percentage of maximum Proctor density) that embankment and cover-fill placement must achieve in the field. |
| Darcy's Law | The governing equation for laminar seepage flow through a porous medium: $q = -k\,\dfrac{dh}{dx}$, where $q$ is the specific discharge, $k$ the hydraulic conductivity of the material and $dh/dx$ the hydraulic gradient. It is the physical basis for calculating seepage quantity through or under a tailings embankment and for sizing underdrains and seepage-collection systems (Question 6b). |
| Subsidence | Downward (and sometimes lateral) deformation of the ground surface caused by collapse, caving or closure of underground mined voids, or by drainage/consolidation of unconsolidated overburden. It is the principal long-term ground-stability hazard that an underground mine's closure plan must characterize and, where necessary, control by backfilling, crown-pillar design or surface exclusion zones. |
| Freeboard | The vertical distance between a tailings pond's normal operating water surface and the lowest point of the dam crest (or emergency spillway invert), providing an allowance for wave run-up, storm surge and inflow-design-flood routing so the reservoir cannot overtop the embankment (Question 6a) even during the governing flood event. |
| Probable maximum flood | The theoretical maximum flood that could occur at a given watershed, resulting from the most severe combination of meteorological and hydrologic conditions considered reasonably possible (probable maximum precipitation routed over an already-saturated, worst-case antecedent catchment). CDA guidelines require the PMF, or a defined fraction of it, as the design inflow flood for a tailings dam classed High, Very High or Extreme consequence, sizing both freeboard and spillway capacity. |