Minn. R. agency 158, ch. 6130, TACONITE AND IRON ORE RECLAMATION STANDARDS, pt. 6130.2100 - STOCKPILE DESIGN AND CONSTRUCTION STANDARDS
All stockpiles shall be designed and constructed according to the following standards:
A.
Existing stockpiles shall be incorporated or extended to the extent
possible.
B. Water shall be drained
away from the top of any stockpile in a manner which will not adversely affect
the structural stability of the stockpile and will minimize erosion.
C. All runoff and drainage control measures
shall be designed to withstand a 100-year frequency, 24-hour duration storm as
developed using good hydraulic and hydrologic practices.
D. If runoff from stockpiles has caused or is
likely to cause violations of water quality standards, the runoff shall be
collected and held in a settling basin until it meets, or is treated to meet,
effluent limitations.
E. Runoff or
drainage controls shall be designed by a qualified person proficient in
hydrologic analysis and water channel design.
F. When a water quality problem has occurred
or is likely to result from leaching of stockpiled material, the commissioner
shall require one or more of the following based on the type of material and
the nature and location of the problem:
(1)
the design of a monitoring system and the monitoring of water
quality;
(2) the construction of an
impermeable base pad to isolate the stockpile from the groundwater;
(3) the construction of a permeable base pad
containing soil material capable of absorbing and holding the toxic materials
in the leachates;
(4) the diversion
of surface waters around and away from the stockpile;
(5) covering of stockpiles to minimize the
infiltration of precipitation;
(6)
the use of internal layers of soil or other material to hold the toxic
materials in the leachate;
(7) the
use of material which controls pH of the leachate; and
(8) the collection and treatment of
leachate.
Notes
Statutory Authority: MS s 93.47
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