http://www.thetyee.ca/Documents/2014/11/20/Klohn-Cripper-Berger-Tailings-Impoundment-Report.pdf
Tahltan Central Council
Red Chris Mine Site
Review of Tailings Impoundment Design
EXECUTIVE SUMMARY
This is a review of the tailings impoundment design, water quality predictions, and geohazards at the
Red Chris copper/gold deposit in northwestern British Columbia near Iskut on Highway 37. The
project is at an advanced stage of construction. This tailings impoundment review was instigated by
the Tahltan Central Council following the failure of the Mount Polley tailings impoundment which
released pond water and tailings to the environment. Any technical lessons to be learned from
Mount Polley cannot be applied to this facility because the forensic investigation into the cause of
that failure has not yet been completed. At the same time, any failure of the Red Chris impoundment
will likely have a much more significant environmental impact than the Mount Polley failure.
The tailings will be stored in a valley about 400 m lower than and to the east of the mill. This valley is
underlain by over 90 m of permeable glaciofluvial sands and gravels with interlayers of at least one
glacial till unit. The valley is at the headwaters of Trail and Quarry Creeks. The impoundment will be
formed by centreline tailings dams on the north and south and an earthfill dam in a northeast
tributary in the latter stages of mining. These two tailings dams will be nominally 100 m high. Similar
tailings dams have been constructed using centreline construction techniques at several sites in
British Columbia. We consider that this design is feasible and will be stable statically and dynamically
if constructed properly. To date, only the detailed design of the North Starter Dam has been
completed. The detailed design of the North and South Dams has not yet been completed.
A major design issue for the tailings impoundment is the high permeability of the foundation soils.
The designers are relying on a fine grained tailings blanket to limit seepage into the pervious
foundation. This design will likely succeed but there has not been enough work on the potential for
tailings fines piping into the foundation, internal piping instability of the foundation itself, and the
potential for large seepage losses through temporarily unlined (no tailings) pond areas for the
concept to be certain. In our opinion, during the early stages of development before tailings inundate
the more pervious South Dam, the mine and their tailings designers need to monitor the water
balance for the tailings impoundment carefully to prove their design concept.
The tailings dams will be constructed of rough, deͲpyritized tailings which will also be spigotted
upstream of the dams subaerially to form beaches. The pyrite from the rough tailings will be mixed
with clean PAG tailings which will be discharged into the pond. The designers are relying on a pond
water cover to prevent oxidation of the tailings through operation and closure.
All contact water from the mine, mill and waste dumps will be collected and conveyed to the pond.
Tailings transport water and precipitation/runoff will mix with this water in the pond. The water
balance shows that there will be excess water to mill and water cover requirements so pond water
will have to be released to the environment. Red Chris is planning to release water by pumping to the
environment 7 months of the year. With this release, Red Chris contends that a 12 day PMF can be
contained with their intended freeboard.
In order for this untreated water release to be acceptable, the water quality must meet permit
requirements. There is a detailed water quality model that predicts water quality will be acceptable
during, at least, the operation of the mine. While this may be true, detailed documentation of the
measures to be followed in the event that water quality fails to meet compliance is required. This
should include an emergency response, identification of causes, secondary mitigation plans such as
capture and pumping systems and inclusion of short and longͲterm water treatment.
As with any new site, the hydrology has been compiled from limited site information, nearby weather
stations, and regional trends. We consider that another weather station is needed in the tailings
impoundment valley as a minimum. The water balance will have to be updated as site experience is
gained.
Presently, the site lacks an Operating, Maintenance and Surveillance Manual for the tailings
impoundment. This document must be prepared recognizing the role of the observational approach
on the water balance, seepage flows, and water quality. The site also lacks an inundation study for
both the North and South Dams. Emergency preparation and emergency response plans are also
lacking. We understand that both documents are being prepared.
The access road to the site from Highway 37 is through relatively stable terrain and does not require
any attention other than relatively routine maintenance appropriate for this area. At the other end of
the spectrum, the Kluea landslide, whose crest is about 300 m from the eventual pit rim, is poorly
understood. The landslide requires basic characterization using techniques such as field mapping,
bare earth Lidar, and movement estimates from satellite imagery. Then a risk assessment needs to be
completed that considers the effects of the landslide on the project and the reverse.
This summary is intended to highlight the major issues identified in our report. It does not substitute
for our report which must be read in its entirety to appreciate our opinion on site issues. This report
preparation together with a site visit and partial review of a large number of documents was
completed within about a one month. Our opinions in no way relieve Red Chris and its consultants of
their sole responsibility for the safe and regulationͲcompliant operation and performance of the
tailings impoundment.
Tahltan Central Council
Red Chris Mine Site
Review of Tailings Impoundment Design
EXECUTIVE SUMMARY
This is a review of the tailings impoundment design, water quality predictions, and geohazards at the
Red Chris copper/gold deposit in northwestern British Columbia near Iskut on Highway 37. The
project is at an advanced stage of construction. This tailings impoundment review was instigated by
the Tahltan Central Council following the failure of the Mount Polley tailings impoundment which
released pond water and tailings to the environment. Any technical lessons to be learned from
Mount Polley cannot be applied to this facility because the forensic investigation into the cause of
that failure has not yet been completed. At the same time, any failure of the Red Chris impoundment
will likely have a much more significant environmental impact than the Mount Polley failure.
The tailings will be stored in a valley about 400 m lower than and to the east of the mill. This valley is
underlain by over 90 m of permeable glaciofluvial sands and gravels with interlayers of at least one
glacial till unit. The valley is at the headwaters of Trail and Quarry Creeks. The impoundment will be
formed by centreline tailings dams on the north and south and an earthfill dam in a northeast
tributary in the latter stages of mining. These two tailings dams will be nominally 100 m high. Similar
tailings dams have been constructed using centreline construction techniques at several sites in
British Columbia. We consider that this design is feasible and will be stable statically and dynamically
if constructed properly. To date, only the detailed design of the North Starter Dam has been
completed. The detailed design of the North and South Dams has not yet been completed.
A major design issue for the tailings impoundment is the high permeability of the foundation soils.
The designers are relying on a fine grained tailings blanket to limit seepage into the pervious
foundation. This design will likely succeed but there has not been enough work on the potential for
tailings fines piping into the foundation, internal piping instability of the foundation itself, and the
potential for large seepage losses through temporarily unlined (no tailings) pond areas for the
concept to be certain. In our opinion, during the early stages of development before tailings inundate
the more pervious South Dam, the mine and their tailings designers need to monitor the water
balance for the tailings impoundment carefully to prove their design concept.
The tailings dams will be constructed of rough, deͲpyritized tailings which will also be spigotted
upstream of the dams subaerially to form beaches. The pyrite from the rough tailings will be mixed
with clean PAG tailings which will be discharged into the pond. The designers are relying on a pond
water cover to prevent oxidation of the tailings through operation and closure.
All contact water from the mine, mill and waste dumps will be collected and conveyed to the pond.
Tailings transport water and precipitation/runoff will mix with this water in the pond. The water
balance shows that there will be excess water to mill and water cover requirements so pond water
will have to be released to the environment. Red Chris is planning to release water by pumping to the
environment 7 months of the year. With this release, Red Chris contends that a 12 day PMF can be
contained with their intended freeboard.
In order for this untreated water release to be acceptable, the water quality must meet permit
requirements. There is a detailed water quality model that predicts water quality will be acceptable
during, at least, the operation of the mine. While this may be true, detailed documentation of the
measures to be followed in the event that water quality fails to meet compliance is required. This
should include an emergency response, identification of causes, secondary mitigation plans such as
capture and pumping systems and inclusion of short and longͲterm water treatment.
As with any new site, the hydrology has been compiled from limited site information, nearby weather
stations, and regional trends. We consider that another weather station is needed in the tailings
impoundment valley as a minimum. The water balance will have to be updated as site experience is
gained.
Presently, the site lacks an Operating, Maintenance and Surveillance Manual for the tailings
impoundment. This document must be prepared recognizing the role of the observational approach
on the water balance, seepage flows, and water quality. The site also lacks an inundation study for
both the North and South Dams. Emergency preparation and emergency response plans are also
lacking. We understand that both documents are being prepared.
The access road to the site from Highway 37 is through relatively stable terrain and does not require
any attention other than relatively routine maintenance appropriate for this area. At the other end of
the spectrum, the Kluea landslide, whose crest is about 300 m from the eventual pit rim, is poorly
understood. The landslide requires basic characterization using techniques such as field mapping,
bare earth Lidar, and movement estimates from satellite imagery. Then a risk assessment needs to be
completed that considers the effects of the landslide on the project and the reverse.
This summary is intended to highlight the major issues identified in our report. It does not substitute
for our report which must be read in its entirety to appreciate our opinion on site issues. This report
preparation together with a site visit and partial review of a large number of documents was
completed within about a one month. Our opinions in no way relieve Red Chris and its consultants of
their sole responsibility for the safe and regulationͲcompliant operation and performance of the
tailings impoundment.