Current through Register Vol. 41, No. 3, September 23, 2024
(a) No application
for a permit or revision which proposes to use an existing structure in
connection with or to facilitate the proposed surface coal mining and
reclamation operation shall be approved, unless the applicant demonstrates and
the division finds, in writing, on the basis of information set forth in the
complete application that:
(1) If the
applicant proposes to use an existing structure in accordance with the
exemption provided in 4VAC25-130-701.11(d)(1)(i):
(i) The structure meets the performance
standards of the Act and Subchapter VK; and
(ii) No significant harm to the environment
or public health or safety will result from use of the structure.
(2)
(i) If the applicant proposes to use an
existing structure in accordance with the exemption provided in
4VAC25-130-701.11(d)(1)(ii):
(A) The structure
meets the performance standards of the Act and the initial regulatory
program;
(B) No significant harm to
the environment or public health or safety will result from use of the
structure; and
(C) The performance
standards of the initial regulatory program are at least as stringent as the
performance standards of Subchapter VK.
(ii) If the division finds that the structure
meets the criteria of 4VAC25-130-701.11(d)(1)(ii), the division shall require
the applicant to submit a compliance plan for modification or reconstruction of
the structure and shall find prior to the issuance of the permit that:
(A) The modification or reconstruction of the
structure will bring the structure into compliance with the design and
performance standards of Subchapter VK;
(B) The risk of harm to the environment or to
public health or safety is not significant during the period of modification or
reconstruction; and
(C) The
applicant will monitor the structure to determine compliance with the
performance standards of Subchapter VK.
(c) An existing
structure shall be deemed to meet the performance standards of the Act and
Subchapter VK, if it meets the standards of this Subparagraph.
(1) General standards. The existing structure
shall meet the following general standards:
(i) Land use restoration. The existing
structure shall be capable of being restored to a satisfactory postmining land
use in accordance with the requirements of 4VAC25- 130-816.133 and
4VAC25-130-817.133, which use or uses shall not present any actual or probable
hazard to public health or safety or pose any actual or probable threat of
water diminution or pollution.
(ii)
Topsoil storage. Stockpiled topsoil and other substitute or supplemental
materials shall be placed on a stable area and protected from wind and water
erosion, unnecessary compaction, and contaminants which lessen the capability
of the material to support vegetation when redistributed.
(iii) Surface area stabilization. All surface
areas shall be stabilized and protected to control erosion and attendant air
and water pollution.
(iv) Acid and
toxic-forming materials. Drainage from acid-forming, toxic-forming, or
otherwise harmful materials shall not cause pollution of ground or surface
waters and shall minimize adverse effects on plant growth and land
uses.
(v) Hydrologic balance: Water
quality standards and effluent limitations.
(A) Federal and State water quality statutes,
regulations, standards, or effluent limitations shall not be
violated.
(B) Discharges of water
from disturbed areas shall comply with the effluent limitations of
4VAC25-130-816.42 or 4VAC25-130-817.42.
(C) No land within 100 feet of a perennial
stream or an intermittent stream in accordance with 4VAC25-130-816.57 or
4VAC25-130-817.57 shall be disturbed by surface mining activities; unless the
water quantity and quality within 100 feet of the surface mining activities are
not adversely affected, the division specifically authorizes surface mining
activities closer to or through such a stream upon a finding that the original
stream channel will be restored, and the requirements of Subparagraph (c)(5) of
this section are satisfied.
(vi) Off-site protection. Areas outside the
permit area shall be protected from slides or damage.
(vii) Protection of fish, wildlife, and
related environmental values. Disturbances and adverse impacts on fish,
wildlife, and related environmental values shall be minimized using the best
technology currently available and enhancement of such resources shall be
achieved where practicable.
(viii)
Prevention of health and safety and fire hazards. Fire hazards and other
conditions which constitute a hazard to the health and safety of the public
shall be avoided. Combustible materials shall be compacted, buried, disposed or
otherwise treated to prevent contamination of groundwater and to prevent
sustained combustion.
(2) Casing and sealing of underground
openings.
(i) Sealing of drilled holes. Each
exploration hole, other drill or borehole, well or other exposed underground
opening shall be cased, lined, sealed, or otherwise managed to prevent acid or
other toxic drainage from entering ground or surface waters; to minimize
disturbance to the prevailing hydrologic balance; and to assure the safety of
people, livestock, fish and wildlife, and machinery in the permit area and
adjacent area.
Use of a drilled hole or borehole or monitoring well as a
water well must meet the applicable provisions of 4VAC25-130-816.41 and
4VAC25-130-817.41. These sections do not apply to holes solely drilled and used
for blasting.
(ii)
Temporary sealing of drilled holes. Each exploration hole, other drillhole or
borehole, well, and other exposed underground opening which has been identified
for use to return coal processing waste or water to underground workings, or to
be used to monitor groundwater conditions, shall be temporarily sealed until
actual use.
(iii) Temporary sealing
of underground mine entries. Each underground mine entry which is temporarily
inactive, but has a further projected useful service, shall be protected by
barricades or other covering devices, fenced, and posted with signs, to prevent
access into the entry and to identify the hazardous nature of the
opening.
(3) Standards
for permanent impoundments. Permanent impoundments shall meet the following
standards:
(i) The quality of the impounded
water shall be suitable on a permanent basis for its intended use, and
discharge of water from the impoundment shall not degrade the quality of
receiving waters to less than the water quality standards established pursuant
to applicable State and Federal laws.
(ii) The level of water shall be sufficiently
stable to support the intended use.
(iii) Adequate safety and access to the
impounded water shall be provided for proposed water users.
(iv) Water impoundments shall not result in
the diminution of the quality or quantity of water used by adjacent or
surrounding landowners for agricultural, industrial, recreational, or domestic
uses.
(v) The impoundment shall
achieve necessary stability with an adequate margin of safety compatible with
that of structures constructed under Public Law 83-566 ( 16 USC § 1006
).
(vi) The size of the impoundment
shall be adequate for its intended purposes.
(vii) The impoundment shall be suitable for
the approved postmining land use.
(viii) Perimeter slopes shall be stable and
protected to minimize surface erosion.
(4) Sediment control measures.
(i) Appropriate sediment control measures
shall:
(A) Prevent, to the extent possible
using the best technology currently available, additional contributions of
sediment to streamflow or to runoff outside the permit area.
(B) Minimize erosion to the extent
possible.
(C) Meet the more
stringent of applicable State or Federal effluent limitations.
(ii) Sedimentation basins shall
achieve necessary dam safety and stability with an adequate margin of safety
compatible with structures constructed under 4VAC25-130-816.46 and
4VAC25-130-817.46 as specified by the division; shall have an adequate storage
volume and detention time which will achieve and maintain the effluent
limitations; and shall be capable of safely discharging the runoff from a
25-year, 6-hour precipitation event or larger event specified by the division.
Perimeter slopes shall be stable and protected to minimize surface
erosion.
(5) Standards
for diversion structures.
(i) Diversions
shall prevent additional contributions of suspended solids to streamflow and to
runoff outside the permit area, to the extent possible using the best
technology currently available.
(ii) Diversions shall not divert water into
underground mines, unless approved by the division and the standards of
4VAC25-130-816.43 are met.
(iii)
Diversions shall not increase the potential for landslides.
(iv) Stream channel diversions shall comply
with all of the requirements of this Subparagraph (c)(5), shall comply with
local, State, and Federal statutes and regulations, and shall be in accordance
with Subparagraph (1)(v)(C) of this section.
(6) Standards for discharge structures.
Discharge structures shall reduce erosion and avoid deepening or enlargement of
stream channels, and minimize disturbances of the hydrologic balance.
(7) Standards for temporary impoundments.
Temporary impoundments shall achieve necessary stability with an adequate
margin of safety and shall be capable of safely discharging the runoff from a
25-year, 6-hour precipitation event or larger event specified by the division.
Perimeter slopes shall be stable and protected to minimize surface
erosion.
(8) Standards for disposal
of excess spoil. An existing excess spoil disposal area may be used for the
disposal of additional excess spoil only if the facility is capable of meeting
the following standards:
(i) Leachate and
surface runoff from the fill shall not degrade surface or
groundwaters.
(ii) The fill shall
achieve necessary stability with an adequate margin of safety.
(iii) The land mass designated as the
disposal area shall be within the permit area and suitable for reclamation and
revegetation compatible with the natural surroundings. Spoil material shall not
be deposited on any part of the operations located outside the permit
area.
(iv) Appropriate surface and
internal drainage systems and diversion ditches shall prevent spoil erosion and
mass movement.
(v) The spoil
disposal area shall have slope protection to minimize surface
erosion.
(vi) The spoil disposal
area shall be certified by a qualified registered professional engineer as
being in conformance with professional standards.
(vii) Placement of additional spoil shall be
in accordance with the applicable requirements of 4VAC25-130-816.71 through
4VAC25-130-816.75 and 4VAC25-130-817.71 through 4VAC25-130-817.75 as approved
by the division.
(viii) The final
configuration of the spoil disposal area shall be compatible with the natural
drainage pattern and surroundings and suitable for the intended uses.
(9) Standards for coal processing
waste banks. An existing coal processing waste bank may be used for the
disposal of additional coal processing waste only if the facility is capable of
meeting the following standards:
(i) The coal
processing waste bank shall not adversely affect surface or groundwater
quantity or quality or vegetation.
(ii) Necessary stability with an adequate
margin of safety shall be achieved.
(iii) The coal processing waste bank shall be
suitable for reclamation and revegetation compatible with the natural
surroundings.
(iv) The coal
processing waste bank shall not constitute a hazard to the health and safety of
the public.
(v) Surface and
internal drainage systems and diversion ditches shall be adequate to minimize
erosion and prevent mass movement.
(vi) Slope protection shall be adequate to
minimize surface erosion.
(vii) The
coal processing waste bank shall be certified by a qualified registered
professional engineer as being in conformance with professional
standards.
(viii) Placement of
additional coal processing waste shall be in accordance with the applicable
requirements of 4VAC25-130-816.81 through 4VAC25-130-816.84 and
4VAC25-130-817.81 through 4VAC25-130-817.84 as approved by the
division.
(10) Standards
for disposal of noncoal wastes. Disposal of noncoal wastes shall ensure that
leachate and surface runoff does not degrade surface or groundwater, fires are
prevented, that the area remains stable and suitable for reclamation and
revegetation compatible with the natural surroundings, and that applicable
local, State, and Federal laws and regulations are satisfied.
(11) Standards for coal processing waste:
dams and embankments. Dams and embankments constructed of coal processing waste
shall meet the requirements of 4VAC25-130-816.81 through 4VAC25-130-816.84 and
4VAC25-130-817.81 through 4VAC25-130-817.84.
(12) Standards for roads. Roads shall:
(i) Control or minimize erosion and
siltation, air and water pollution, and damage to public or private
property.
(ii) Minimize damage to
fish, wildlife, and related environmental values using the best technology
currently available.
(iii) Minimize
additional contributions of suspended solids to streamflow or runoff outside
the permit area using the best technology currently available. Any such
contributions shall not be in excess of limitations of State and Federal
law.
(iv) Not be located in the
channel of an intermittent or perennial stream unless specifically approved by
the division.
(v) Not contain
stream fords unless they are specifically approved by the division and not
adversely affect stream sedimentation or fish, wildlife, and related
environmental values.
(vi) Have
adequate drainage and have a water-control system that can safely pass the peak
runoff from a 10-year, 6-hour precipitation event or other event if required by
the division.
(13)
Standards for other transportation facilities. Railroad loops, spurs, sidings,
surface conveyor systems, chutes, aerial tramways, or other transportation
facilities shall:
(i) Prevent, to the extent
possible using the best technology currently available:
(A) Damage to fish, wildlife, and related
environmental values.
(B)
Additional contributions of suspended solids to streamflow or runoff outside
the permit area. Any such contributions shall not be in excess of limitations
of State or Federal law.
(ii) Control and minimize diminution or
degradation of water quality and quantity.
(iii) Control and minimize erosion and
siltation.
(iv) Control and
minimize air pollution.
(v) Prevent
damage to public or private property.
(14) Standards for support facilities and
utility installations. Support facilities required for, or used incidentally
to, the operation of the mine including, but not limited to, mine buildings,
coal loading facilities, fan buildings, hoist buildings, sheds, shops, and
other buildings, shall prevent or control erosion and siltation, water
pollution, and damage to public or private property. In addition to the
applicable performance standards of Parts 816 and 817 and this section, support
facilities shall prevent, to the extent possible using the best technology
currently available:
(i) Damage to fish,
wildlife, and related environmental values.
(ii) Additional contributions of suspended
solids to streamflow or runoff outside the permit area. Any such contributions
shall not be in excess of limitations of State or Federal law.
§§ 45.1-161.3 and 45.1-230 of the Code of
Virginia.