10 CSR 40-3.110
Backfilling and Grading Requirements
PURPOSE: This rule sets forth the requirements for backfilling and grading pursuant to
sections 444.810, 444.855.2(3) and .3,
RSMo.
(1) General.
(A) Timing of Backfilling and Grading.
1. Contour mining. Rough backfilling
and grading shall follow coal removal by not
more than sixty (60) days or one thousand
five hundred (1500) linear feet. The director
may grant additional time for rough backfilling and grading if the permittee can demonstrate, through a detailed written analysis
under 10 CSR 40-6.050(8)(B)3., that additional time is necessary.
2. Open pit mining with thin overburden. Rough backfilling and grading shall
occur in accordance with the time schedule
approved in the permit and plan, on the basis
of the materials submitted under 10 CSR 406.050(8)(B)3., which shall specifically establish in stated increments the period between
removal of coal and completion of backfilling
and grading.
3. Area strip mining. Rough backfilling
and grading either shall be—
A. Completed within one hundred
eighty (180) days following coal removal and
shall not be more than four (4) spoil ridges
behind the pit being worked, the spoil from
the active pit being considered the first ridge;
or
B. Not more than three (3) spoil
ridges behind the pit being worked, the spoil
from the active pit being considered the first
ridge. If the pit becomes inactive for a period
longer than thirty (30) days and an alternate
schedule is not approved, the pit must be
backfilled and graded within one hundred
eighty (180) days of cessation of operations.
4. Either of the previous two (2) rough
backfilling and grading schedules shall be
applicable to all areas on a mine with the
backfilling and grading schedule for each
specific area identified in the permit;
5. Additional time, spoil ridges, or both,
for rough backfilling and grading may be
granted by the director if the permittee can
demonstrate in a detailed written analysis,
including specific schedules and plans, that
additional time or spoil ridges is necessary.
6. Active areas such as roads, ramps,
parking areas, stockpiles and boxcut spoil,
which area is shown on an approved operations plan map, are not subject to the backfilling and grading time frames until they
become inactive or unless they are part of a
variance schedule.
(B) Method for Backfilling and Grading.
1. Except as specifically exempted in
this chapter, all disturbed areas shall be
returned to their approximate original contour. All spoil shall be transported, backfilled, compacted (where advisable to ensure
stability or to prevent leaching) and graded to
eliminate all highwalls, spoil piles and
depressions.
2. Backfilled material shall be placed to
minimize adverse effects on groundwater,
minimize off-site effects and to support the
approved postmining land use.
3. The postmining graded slopes need
not be of uniform slope.
4. Cut-and-fill terraces may be used
only in those situations expressly identified in
section (2) of this rule.
(2) General Grading Requirements.
(A) The final graded slopes shall not
exceed in grade either the approximate premining slopes or any lesser slopes approved
in the permit and plan based on consideration
of soil, climate or other characteristics of the
surrounding area. Postmining final graded
slopes need not be uniform but shall approximate the general nature of the premining
topography. The requirements of this section
may be modified in the permit and plan
where the surface mining activities are reaffecting previously mined lands that have not
been restored to the standards of this chapter
and sufficient spoil is not available to otherwise comply with this section. The person
who conducts surface mining activities, at a
minimum, shall—
1. Retain all overburden and spoil on the
solid portion of existing or new benches; and
2. Backfill and grade to the most moderate slope possible, to eliminate the highwall
which does not exceed either the angle of
repose or a lesser slope as is necessary to
achieve a minimum static safety factor of one
and three-tenths (1.3). In all cases the highwall shall be eliminated.
(B) On approval in the permit and plan in
order to conserve soil moisture, ensure stability and control erosion on final graded slopes,
cut-and-fill terraces may be allowed if the terraces are compatible with the approved postmining land use and are appropriate substitutes for construction of lower grades on the
reclaimed lands. The terraces shall meet the
following requirements:
1. The slope of the individual terrace
bench shall not exceed twenty feet (20')
unless specifically approved in the permit and
plan as necessary for stability, erosion control
or roads included in the approved postmining
land use plan;
2. The vertical distance between terraces
shall be as specified in the permit and plan,
to prevent excessive erosion and to provide
long-term stability;
3. The slope of the terrace outslope shall
not exceed 1v:2h (50%). Outslopes which
exceed 1v:2h (50%) may be approved, if they
have a minimum static safety factor of more
than one and three-tenths (1.3), provide adequate control over erosion and closely resemble the surface configuration of the land prior
to mining. In no case may highwalls be left as
part of terraces; and
4. Culverts and underground rock drains
shall be used on the terrace only when
Surface Coal Mining and Related Activities
approved in the permit and plan.
(C) Small depressions may be constructed,
if they—
1. Are approved in the permit and plan
to minimize erosion, conserve soil moisture
or promote vegetation;
2. Do not restrict normal access; and
3. Are not inappropriate substitutes for
lower grades on the reclaimed lands.
(D) All surface mining activities on slopes
above twenty degrees (20°) or on lesser
slopes that the permit and plan defines as
steep slopes shall meet the provisions of 10
CSR 40-4.040.
(E) All final grading, preparation of overburden before replacement of topsoil and
placement of topsoil shall be done along the
contour to minimize subsequent erosion and
instability. If this grading, preparation, or
placement along the contour is unnecessary
or is hazardous to equipment operations, then
grading, preparation or placement in a direction other than generally parallel to the contour may be used if approved in the permit
and plan. In all cases, grading, preparation or
placement shall be conducted in a manner
which minimizes erosion and provides a surface for replacement of topsoil which will
minimize slippage.
(3) Covering Coal Seams, Combustible and
Acid-Forming and Toxic-Forming Materials.
(A) Cover.
1. Exposed coal seams, acid-forming
and toxic-forming materials and combustible
materials exposed, used or produced during
mining shall be adequately covered with nontoxic and noncombustible material or treated,
to control the impact on surface and ground
water in accordance with 10 CSR 40-3.040,
to prevent sustained combustion and to minimize adverse effects on plant growth and the
approved postmining land use. Coal processing waste and noncoal waste shall be covered
in accordance with 10 CSR 40-3.080.
2. Where necessary to protect against
upward migration of salts, exposure to erosion, formation of acid or toxic seeps, to provide an adequate depth for plant growth or
otherwise to meet local conditions, the permit
and plan shall specify thicker amounts of
cover using nontoxic material, or special
compaction and isolation from groundwater
contact.
3. Acid-forming or toxic-forming material, combustible materials and coal processing waste shall not be buried or stored in
proximity to a drainage course so as to cause
or pose a threat of water pollution.
(B) Stabilization. Backfilled materials shall
be selectively hauled or conveyed and compacted, wherever necessary, to prevent leaching of acid- and toxic-forming materials into
surface or ground waters and wherever necessary to ensure stability of the backfilled materials. The method and design specifications
of compacting material shall be approved in
the permit and plan before acid- or toxicforming materials are covered.
(4) Thin Overburden.
(A) The provisions of this section apply
only where there is insufficient spoil and
other waste materials available from the
entire permit area to restore the disturbed
area to its approximate original contour.
Insufficient spoil and other waste materials
occur where the overburden thickness times
the swell factor, plus the thickness of other
available waste materials, is less than the
combined thickness of the overburden and
coal bed prior to removing the coal, so that
after backfilling and grading the surface configuration of the reclaimed area would not:
1. Closely resemble the surface configuration of the land prior to mining; or
2. Blend into and complement the
drainage pattern of the surrounding terrain.
The provisions of this section apply only
when surface mining activities cannot be carried out to comply with section (1) of this
rule to achieve the approximate original contour.
(B) In surface mining activities carried out
continuously in the same limited pit area for
more than one (1) year from the day coalremoval operations begin and where the volume of all available spoil and suitable waste
materials over the mine plan area is demonstrated to be insufficient to achieve the
approximate original contour of the lands disturbed, surface mining activities shall be conducted to meet, at a minimum, the following
standards:
1. Haul or convey, backfill and grade,
using all available spoil and suitable waste
materials from the entire mine area, to attain
the lowest practicable stable grade, to achieve
a static safety factor of one and three-tenths
(1.3), and to provide adequate drainage and
long-term stability of the regraded areas and
cover all acid- and toxic-forming materials;
2. Eliminate highwalls by grading or
backfilling to stable slopes not exceeding
1v:2h (50%) or lesser slopes as may be specified in the permit and plan to reduce erosion,
maintain the hydrologic balance or allow the
approved postmining land use;
3. Haul or convey, backfill, grade and
revegetate, in accordance with 10 CSR 403.120(1)–(7), to achieve an ecologically
sound land use compatible with the prevailing
use in unmined areas surrounding the mine
plan area; and
4. Haul or convey, backfill and grade, to
ensure impoundments are constructed only
where—
A. It has been demonstrated that all
requirements of 10 CSR 40-3.040(1)–(16)
have been met; and
B. The impoundments have been
approved in the permit and plan as suitable
for the approved postmining land use as
meeting the requirements of this chapter and
all other applicable federal and state laws and
regulations.
(5) Thick Overburden.
(A) The provisions of this section apply
only where there is more than sufficient spoil
and other waste materials available from the
entire permit area to restore the disturbed
area to its approximate original contour.
More than sufficient spoil and other waste
materials occur where the overburden thickness times the swell factor exceeds the combined thickness of the overburden and coal
bed prior to removing the coal, so that after
backfilling and grading the surface configuration of the reclaimed area would not:
1. Closely resemble the surface configuration of the land prior to mining; or
2. Blend into and complement the
drainage pattern of the surrounding terrain.
The provisions of this section apply only
when surface mining activities cannot be carried out to comply with section (1) of this
rule to achieve the approximate original contour.
(B) In surface mining activities where the
volume of spoil over the mine plan area is
demonstrated to be more than sufficient to
achieve the approximate original contour,
surface mining activities shall be conducted
to meet, at a minimum, the following standards:
1. Haul or convey, backfill and grade all
spoil and wastes not required to achieve the
approximate original contour of the mine
plan area, to the lowest practicable grade, to
achieve the static factor of safety of one and
three-tenths (1.3) and cover all acid-forming
and other toxic-forming materials;
2. Haul or convey, backfill and grade
excess spoil and wastes only within the permit area and dispose of those materials in
accordance with 10 CSR 40-3.060(1)–(4);
3. Haul or convey, backfill and grade
excess spoil and wastes to maintain the hydrologic balance, in accordance with sections 10
CSR 40-3.040(1)–(17), and to provide longterm stability by preventing slides, erosion
and water pollution;
4. Haul or convey, backfill, grade and
revegetate wastes and excess spoil to achieve
an ecologically sound land use approved in
the permit and plan as compatible with the
prevailing land uses in unmined areas surrounding the mine plan area;
5. Eliminate all highwalls and depressions by backfilling with spoil and suitable
waste materials; and
6. Meet the revegetation requirements of
10 CSR 40-3.120(1)–(7) for all disturbed
areas.
(6) Regrading or Stabilizing Rills and
Gullies.
(A) When rills or gullies deeper than nine
inches (9") form in areas that have been
regraded and topsoiled, the rills and gullies
shall be stabilized as soon as weather and soil
conditions permit by use of temporary or permanent measures. Rills and gullies deeper
than nine inches (9") which have formed
prior to August 1 of any year and which
either 1) disrupt the approved postmining
land use or the reestablishment of the vegetative cover, or 2) cause or contribute to a violation of water quality standards for receiving
streams shall be filled, graded and topsoiled
by September 1 of each year and reseeded or
replanted according to 10 CSR 40-3.120(1)–
(7) as soon as weather and soil conditions
permit, but no later than September 30 of
each year. Rills and gullies of lesser depth
which have formed prior to August 1 of any
year must be permanently or temporarily stabilized as soon as weather and soil conditions
permit and permanently repaired and topsoiled, if in a topsoiled area, by September
30 of each year if the rills and gullies disrupt
the approved land use or the reestablishment
of a vegetative cover or cause or contribute to
a violation of water quality standards for
receiving stream.
(B) On areas that have been previously
mined, the requirements for regrading or stabilizing rills and gullies pursuant to subsection (6)(A) apply after final grading and
placement of topsoil or the best available topsoil substitute.
AUTHORITY: sections 444.530 and 444.810,
RSMo Supp. 1999.* Original rule filed Oct.
12, 1979, effective Feb. 11, 1980. Amended:
Filed Dec. 10, 1980, effective April 11, 1981.
Amended: Filed June 27, 1986, effective Jan.
12, 1987. Amended: Filed Aug. 14, 1986,
effective Feb. 28, 1987. Amended: Filed Sept.
15, 1988, effective Jan. 15, 1989. Amended:
Filed July 3, 1990, effective Nov. 30, 1990.
Amended: Filed May 15, 1992, effective Jan.
15, 1993. Amended: Filed Sept. 15, 1994,
effective April 30, 1995. Amended: Filed
March 21, 2000, effective Oct. 30, 2000.
*Original authority: 444.530, RSMo 1971 amended 1983,
1990, 1993, 1995; and 444.810,RSMo 1979, amended
1983, 1993, 1995.