Mo. Code Regs. Ann. tit. 10, § 40-10.050
PURPOSE: This rule sets forth the requirements that a surface mine operator must meet to protect the environment and restore the surface-mined land by setting standards for post-mining land use, backfilling and grading, sediment and water management control, protection of adjacent properties and time extension criteria pursuant to section 444.760–444.790, RSMo.
(2) Lateral Support Requirements.
(A) The distance from a public road, street or highway rightof-way to the beginning of excavation shall be—
the depth of unconsolidated material; and
unless a variance is granted by the commission. The variance shall be according to 10 CSR 40-10.040(2) and shall be approved by the authority having jurisdiction over the road.
(3) Safety Barrier Requirements.
(A) An adequate safety barrier must be placed at the perimeter of the excavation if the excavation is—
lic road and no other adequate barriers exist; or
essary to mitigate serious and obvious threats to public safety.
(4) Erosion and Siltation Control Requirements.
(B) Erosion and siltation are considered damaging if it causes the approved post-mining land use not to be met or excess silt is deposited on or outside the affected area.
runoff away from the permitted area, straw dikes, riprap, check dams, mulch, vegetative cover, chemical treatment and limiting livestock grazing.
vegetative sediment filters, sediment ponds, silt fences and keeping the disturbed, but reclaimed, area to a minimum by timely reclamation.
United States Department of Agriculture Natural Resources Conservation Service (NRCS) standards.
of the publication Natural Resources Conservation Service Conservation Practice Standard, POND (No.) CODE 378 (NRCS MOFOTG, December 1998), unless subsection (9)(C) or (D) regarding Missouri Dam Safety or Mine Safety and Health Administration (MSHA) apply.
control damaging runoff.
(5) Grading Requirements.
(B) Exceptions to the Grading Requirements of Subsection (5)(A).
slope of the areas prior to mining by the permittee.
up to twenty-five percent (25%) of the acreage of overburden generated by surface mining during each permit year need not be graded to a rolling topography, but shall be graded to a minimum width of thirty feet (30') or one-half (1/2) the diameter of the base of the pile, whichever is less.
poses shall be graded to a slope no steeper than twenty-five degrees (25°) from horizontal.
flooding and to the extent that grading would be unsafe or ineffective as outlined in section 444.774.1(11), RSMo.
sidewalls of the excavation to be graded to a point where it blends with the surrounding topography. In no case shall the contour be such that erosion and siltation are increased.
main after reclamation if overburden material removed during mining is not available for use as backfill or if the backfilling of a highwall is impracticable.
ing by the director as per section (10) of this rule are exempt provided that appropriate site stabilization measures are substituted for the grading requirement. Appropriate site stabilization measures shall be specified, if applicable, in the permit application and may include, but not be limited to:
species of grasses and legumes;
surface mining activities.
(C) Covering Acid-Forming Materials.
cial handling uncovered during mining shall be covered with two feet (2') of nontoxic-, nonacid-forming material.
2. Acid-forming materials shall include the following:
than five (5) tons calcium carbonate equivalent per one thousand (1,000) tons of material;
two percent (2%) per one thousand (1,000) tons of material;
than four millimhos/centimeter (4.0) (mmhos/cm);
(4.5);
amounts collected on or in impoundments which will affect wildlife adversely; and
(6) Topsoil Handling Requirements.
(A) Soil Removal.
(the topsoil) and the unconsolidated material immediately below the topsoil, or all of unconsolidated material if the total available is less than twelve inches (12"), shall be removed and replaced as the surface soil layer.
idated material immediately below the topsoil does not exist, the SCS county soil survey shall be used to verify available material. If the operator disagrees with the SCS survey or if the SCS soil survey is not available, it shall become his/her burden to demonstrate that less than twelve inches (12") of material existed prior to mining.
drilling, blasting, mining or other surface disturbance can take place.
mineral or overburden excavations unless use of substitute materials is approved in the reclamation plan.
(C) Soil Redistribution.
manner that—
to-one (5:1) ratio or greater or where erosion occurs, by the operator applying mulch or using other measures approved by the director.
surface soil layer in a manner sufficient to achieve a vegetative cover as required by section 444.774.2, RSMo and these rules.
placed on areas reclaimed for wildlife purposes or industrial areas as specified in the reclamation plan.
(D) Overburden or other approved materials may be used as a topsoil substitute material provided the resulting soil medium is equal to or more suitable for vegetation and if all the following requirements are met:
the selected overburden materials or an overburden-topsoil mixture is equal to or more suitable for restoring land capability and productivity by results of chemical and physical analysis. These analyses shall include determinations of pH, percent organic material, phosphorus, potassium, texture class and water-holding capacity;
qualified laboratory; and
accordance with this section.
(E) Sale or Destruction of Topsoil.
provision for the sale or disposal of excess topsoil, provided sufficient topsoil is stockpiled as necessary to carry out the reclamation plan.
able for reclamation, a four thousand five hundred-dollar ($4,500)-per-acre bond for each acre to be revegetated shall be posted with the Land Reclamation Commission for each acre on which this occurs, unless a substitute material is stockpiled. This bonding requirement shall not apply to areas where topsoil does not exist prior to mining.
(7) Revegetation and Post-Mining Land Uses.
(A) Reclaimed areas shall be able to support or be utilized, or both, for one (1) or more of the following uses:
wildlife shelter, wildlife food sources and that can be protected from livestock;
cropland, horticultural crops and support facilities;
industrial development and recreational sites; and
poundments for wildlife habitat, agricultural uses or development uses.
(B) Revegetation.
cover appropriate for the approved land use and in conjunction with 10 CSR 40-10.020(2)(D)3. by methods based on sound agronomic and forestry practices.
shall be sufficient to control erosion.
ing or improving vegetative cover on an affected area shall be based upon soil test results from a qualified soils lab.
(9) Permanent Final Pit Impoundments.
(A) Section 444.774.1(7), RSMo allows for permanent impoundments in the final cut in a permit area. The impoundment shall—
3. Comply with section 444.774.1(8), RSMo, which requires—
mineral seam where toxic materials are present, then it must be constructed to prevent a constant inflow from a stream and the discharge must not cause fish or wildlife kills; and
must be capped with two feet (2') of earth; and no layer of hydrocarbon will be allowed to collect on the surface that will affect fish or wildlife adversely.
(10) Timing of Reclamation. Reclamation shall commence as soon as practicable after the completion of surface mining of viable mineral reserves in any portion of the permit area in accordance with the plan of reclamation required by subsection 9 of 444.772, RSMo, these rules and the conditions of the permit.
(12) Substitution of Previously Mined Land for Reclamation.
(13) Flood Plain.
(14) In-Stream Gravel Removal Requirements.
(B) The following requirements are designed to protect water quality while allowing for the excavation of sand and gravel from riparian environments. Upon request of the applicant, the program may establish site-specific variances to address conditions that may occur at individual locations.
deposits in unconsolidated areas containing primarily smaller material (at least eighty-five percent (85%) of the material is less than three inches (3") in diameter) that is loosely packed and contains no woody perennial vegetation greater than one and one-half inches (1 1/2") in diameter, measured at breast height four and one-half feet (4.5').
left between the excavation area and the water’s edge of the flowing stream at the time of excavation. A buffer zone of adequate width to protect bank integrity should be left between the excavation area and the base of the high bank.
be maintained in an undisturbed condition landward of the high bank for the length of the gravel removal site. Disturbed areas in this riparian zone shall be limited to maintained access road(s) for ingress and egress only. No clearing within this riparian area is authorized in association with work authorized by this permit.
tion at the time of removal, except:
tion shall not occur deeper than the lowest undisturbed elevation of the stream bottom adjacent to the site. Upon request of the applicant, excavation depth restriction may be modified if the staff director determines that a variance would not significantly impact the stream resource.
may be modified if it is determined by the staff director that a variance would not significantly impact the stream resource based on the presence of bedrock to prevent head cutting, excessive bedload, gravel rich areas or any other appropriate reason.
cut off, shortened, widened, or otherwise modified. A stream channel is defined as that area between the high banks of the creek where water is flowing, or in the case of a dry stream, where water would flow after a rain event.
equipment from the site, streambank areas disturbed by the removal operation shall be revegetated or otherwise protected from erosion. For long-term operations (longer than thirty (30) days) or for sites that will be periodically revisited as gravel is deposited, access points shall be appropriately constructed and maintained such that stream banks and access roads are designed and constructed to minimize erosion.
from the site shall be placed beyond the high bank, on a non-wetland site that has been approved by the landowner. No material, including oversized material, that results from excavation activity may be stockpiled or otherwise placed into flowing water or placed against streambanks as bank stabilization unless specifically authorized by a state or federal permit.
gravel sorting shall be conducted beyond the high bank, in a non-wetland area and away from areas that frequently flood, such that gravel, silt, and wash water that is warm, stagnant, or contains silty material cannot enter the stream or any wetland.
moval sites and existing crossings. Water shall be crossed as perpendicular to the direction of the stream flow as possible.
such wastes shall not be stored or released at any location between the high banks or in a manner that would enter the stream channel. Such materials shall be disposed of at authorized locations.
(15) Outstanding Resource Waters (10 CSR 20-7.031).
AUTHORITY: sections 444.530, RSMo 2000 and 444.767, 444.772, 444.774 and 444.784, RSMo Supp. 2004.* Original rule filed Aug. 2, 1991, effective Feb. 6, 1992. Amended: Filed June 1, 1994, effective Nov. 30, 1994. Amended: Filed Dec. 16, 2003, effective Sept. 30, 2004. Amended: Filed April 1, 2004, effective May 30, 2005. *Original authority: 444.530, RSMo 1971, amended 1983, 1990, 1993, 1995; 444.767, RSMo 1971 amended 1990, 1993, 2001; 444.772, RSMo 1971, amended 1984, 1990, 1992, 2001; 444.774, RSMo 1971, 1990, 2001; and 444.784, RSMo 1971, amended 1990, 2001.