Current through Vol. 42, No. 1, September 16, 2024
(a) Refuse piles shall meet the requirements
of Section
460:20-43-29,
the additional requirements of this Section, and the requirements of 30 CFR
77.214 and 77.215.
(1)
Drainage
control.
(A) If the disposal area
contains springs, natural or manmade water courses, or wet weather seeps, the
design shall include diversions and underdrains as necessary to control
erosion, prevent water infiltration into the disposal facility and ensure
stability.
(B) Uncontrolled surface
drainage may not be diverted over the outslope of the refuse piles. Runoff from
the areas above the refuse pile and runoff from the surface of the refuse pile
shall be diverted into stabilized diversion channels designed to meet the
requirements of Section
460:20-43-10 to safely
pass the runoff from a 100-year, 6-hour precipitation event. Runoff diverted
from undisturbed areas need not be commingled with runoff from the surface of
the refuse pile.
(C) Underdrains
shall comply with the requirements of Section
460:20-43-24(f)
(3).
(b)
Surface area stabilization. Slope protection shall be provided to
minimize surface erosion at the site. All disturbed areas, including diversion
channels that are not riprapped or otherwise protected, shall be revegetated
upon completion of construction.
(c)
Placement.
(1) All vegetative and organic materials
shall be removed from the disposal area prior to placement of coal mine waste.
Topsoil shall be removed, segregated and stored or redistributed in accordance
with Section
460:20-43-7.
Construction of refuse piles shall be accomplished using lifts of 2 feet or
less. If approved by the Department, organic material may be used as mulch, or
may be included in the topsoil to control erosion, promote growth of vegetation
or increase the moisture retention of the soil.
(2) The final configuration of the refuse
pile shall be suitable for the approved postmining land use. Terraces may be
constructed on the out slope of the refuse pile if required for stability,
control or erosion, conservation of soil moisture, or facilitation of the
approved postmining land use. The grade of the out slope between terrace
benches shall not be steeper than 2h:1v (50 percent)
(3) No permanent impoundments shall be
allowed on the completed refuse pile. Small depressions may be allowed by the
Department if they are needed to retain moisture, minimize erosion, create and
enhance wildlife habitat, or assist revegetation, and if they are not
incompatible with stability of the refuse pile.
(4) Following final grading of the refuse
pile, the coal mine waste shall be covered with a minimum of 4 feet of the best
available, nontoxic and noncombustible material, in a manner that does not
impede drainage from the underdrains. The Department may allow less than 4 feet
of cover material based on physical and chemical analyses which show that the
requirements of Sections
460:20-43-43,
through
460:20-43-46
will be met.
(d)
Inspections. A qualified registered professional engineer, or
other qualified professional specialist under the direction of the professional
engineer, shall inspect the refuse pile during construction. The professional
engineer or specialist shall be experienced in the construction of similar
earth and waste structures.
(1) Such
inspections shall be made at least quarterly throughout construction and during
critical construction periods. Critical construction periods shall include at a
minimum:
(A) Foundation preparation including
the removal of all organic material and topsoil;
(B) Placement of underdrains and protective
filter systems;
(C) Installation of
final surface drainage systems; and
(D) The final graded and revegetated
facility. Regular inspections by the engineer or specialist shall also be
conducted during placement and compact ion of coal mine waste materials. More
frequent inspections shall be conducted if a danger of harm exists to the
public health and safety or the environment. Inspections shall continue until
the refuse pile has been finally graded and revegetated or until a later time
as required by the Department.
(2) The qualified registered professional
engineer shall provide a certified report to the Department promptly after each
inspection that the refuse pile has been constructed and maintained as designed
and in accordance with the approved plan and this Chapter. The report shall
include appearances of instability, structural weakness, and other hazardous
conditions.
(3) The certified
report on the drainage system and protective filters shall include color
photographs taken during and after construction, but before underdrains are
covered with coal mine waste. If the underdrain system is constructed in
phases, each phase shall be certified separately. The photographs accompanying
each certified report shall be taken in adequate size and number with enough
terrain or other physical features of the site shown to provide a relative
scale to the photographs and to specifically and clearly identify the
site.
(4) A copy of each inspection
report shall be retained at or near the minesite.