Current through Register Vol. 41, No. 3, September 23, 2024
Refuse piles shall meet the requirements of
4VAC25-130-816.81, the additional requirements of this section, and the
requirements of 30 CFR
77.214 and
77.215.
(a) Drainage control.
(1) 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.
(2) Uncontrolled surface drainage may not be
diverted over the outslope of the refuse pile. 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
4VAC25-130-816.43 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. The appropriate
surface drainage system shall be installed prior to placement of coal mine
waste in the disposal area.
(3)
Underdrains shall comply with the requirements of
4VAC25-130-816.71(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 4VAC25-130-816.22. If approved by the division, 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 outslope of the refuse pile if required for stability,
control of erosion, conservation of soil moisture, or facilitation of the
approved postmining land use. The grade of the outslope between terrace benches
shall not be steeper than 2h:1v (50 percent). Terraces, if constructed, shall
be no less than 20 feet in width and the vertical distance between terraces
shall not exceed 50 feet. Terraces on the fill shall be graded with a minimum
3.0% grade toward the fill and a minimum 1.0% slope toward the drainage control
system.
(3) No permanent
impoundments shall be allowed on the completed refuse pile. Small depressions
may be allowed by the division 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 four feet of the
best available, nontoxic and noncombustible material, in a manner that does not
impede drainage from the underdrains. The division may allow less than four
feet of cover material based on physical and chemical analyses which show that
the requirements of 4VAC25-130-816.111 through 4VAC25-130-816.116 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 and 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:
(i) foundation preparation including the
removal of all organic material and topsoil;
(ii) placement of underdrains and protective
filter systems;
(iii) installation
of final surface drainage systems; and
(iv) the final graded and revegetated
facility. Regular inspections by the engineer or specialist shall also be
conducted during placement and compaction 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 division.
(2) The qualified registered professional
engineer shall provide a certified report to the division within two weeks
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.
Statutory Authority
§§ 45.1-161.3 and 45.1-230 of the Code of
Virginia.