N.M. Code R. § 19.8.36.25
BACKFILLING AND GRADING (715.14): In order to achieve the approximate original contour, the permittee shall, except as provided in this section, transport, backfill, compact (where advisable to ensure stability or to prevent leaching of toxic materials) and grade all spoil material to eliminate all highwalls, spoil piles and depressions. Cut-and-fill terraces may be used only in those situations expressly identified in this section. The postmining graded slopes must approximate the premining natural slopes in the area as defined in paragraph (a) [now Subsection A of 19.8.36.25 NMAC].
A. Slope measurements.
(1) To determine the natural slopes of the area before mining, sufficient slopes to adequately represent the land surface configuration, and as approved by the regulatory authority in accordance with site conditions, must be accurately measured and recorded. Each measurement shall consist of an angle of inclination along the prevailing slope extending 100 linear feet above and below or beyond the coal outcrop or the area to be disturbed; or, where this is impractical, at locations specified by the regulatory authority. Where the area has been previously mined, the measurements shall extend at least 100 feet beyond the limits of mining disturbances as determined by the regulatory authority to be representative of the premining configuration of the land. Slope measurements shall take into account natural variations in slope so as to provide accurate representation of the range of natural slopes and shall reflect geomorphic differences of the area to be disturbed. Slope measurements may be made from topographic maps showing contour lines, having sufficient detail and accuracy consistent with the submitted mining and reclamation plan.
(2) After the disturbed area has been graded, the final graded slopes shall be measured at the beginning and end of lines established on the prevailing slope at locations representative of premining slope conditions and approved by the regulatory authority. These measurements must not be made so as to allow unacceptably steep slopes to be constructed.
B. Final graded slopes.
(1) The final graded slopes shall not exceed either the approximate premining slopes as determined according to Paragraph (a)(1) [now Paragraph 1 of Subsection A of 19.8.36.25 NMAC] and approved by the regulatory authority or any lesser slope specified by the regulatory authority based on consideration of soil, climate or other characteristics of the surrounding area. Postmining final graded slopes need not be uniform. The requirements of this paragraph may be modified by the regulatory authority where the mining is reaffecting previously mined lands that have not been restored to the standards of this section and sufficient spoil is not available to return to the slope determined according to Paragraph (a)(1) [now Paragraph 1 of Subsection A of 19.8.36.25 NMAC]. Where such modifications are approved, the permittee shall, as a minimum, be required to:
(a) retain all overburden and spoil on the solid portion of existing or new benches; and
(b) backfill and grade to the most moderate slope possible to eliminate the highwall which does not exceed the angle of repose or such lesser slopes as is necessary to assure stability.
(2) On approval by the regulatory authority and 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 postmining land use approved under Section 715.13, and are appropriate substitutes for construction of lower grades on the reclaimed lands. The terraces shall meet the following requirements:
(a) The width of the individual terrace bench shall not exceed 20 feet unless specifically approved by the regulatory authority as necessary for stability, erosion control or roads included in the approved postmining land use plan.
(b) The vertical distance between terraces shall be as specified by regulatory authority to prevent excessive erosion and to provide long-term stability.
(c) The slope of the terrace outslope shall not exceed 1v:2h (50 percent). Outslopes which exceed 1v:2h (50 percent) may be approved if they have a minimum static safety factor of more than 1.5 and 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.
(d) Culverts and underground rock drains shall be used on the terrace only when approved by the regulatory authority.
(3) All operations on steep slopes of 20 degrees or more or on such lesser slopes as the regulatory authority defines as a steep slope shall meet the provisions of Section 716.2 of this Chapter.
G. Thin overburden. In surface coal mining operations carried out continuously in the same limited pit area for more than one year from the day coal-removal operations begin and where the volume of all available spoil and suitable waste materials is demonstrated to be insufficient to achieve approximate original contour, surface coal mining operations shall be conducted to meet, at a minimum, the following standards:
(1) Transport, backfill and grade, using all available spoil and suitable waste materials from the entire mine area, to attain the lowest practicable stable grade, which may not exceed the angle of repose, and to provide adequate drainage and long-term stability of the regraded areas.
(2) Eliminate highwalls by grading or backfilling to stable slopes not exceeding lv:2h (50 percent), or such lesser slopes as the regulatory authority may specify to reduce erosion, maintain the hydrologic balance, or allow the approved postmining land use.
(3) Transport, backfill, grade and revegetate to achieve an ecologically sound land use compatible with the prevailing land use in unmined areas surrounding the permit area.
(4) Transport, backfill, and grade to ensure the impoundments are constructed only where it has been demonstrated to the regulatory authority's satisfaction that all requirements of Section 715.17 have been met and that the impoundments have been approved by the regulatory authority as meeting the requirements of this Part and all other applicable federal and state regulations.
H. Thick overburden. In surface coal mining operations where the volume of spoil is demonstrated to be more than sufficient to achieve the approximate original contour surface coal mining operations shall be conducted to meet at a minimum the following standards:
(1) Transport, backfill and grade all spoil and wastes not required to achieve approximate original contour in the surface mining area to the lowest practicable grade.
(2) Deposit, backfill and grade excess spoil and wastes only within the permit area and dispose of such materials in conformance with this part.
(3) Transport, backfill and grade excess spoil and wastes to maintain the hydrologic balance in accordance with this part and to provide long-term stability.
(4) Transport, backfill, grade and revegetate wastes and excess spoil to achieve an ecologically sound land use compatible with the prevailing land uses in unmined areas surrounding the permit area.
(5) Eliminate all highwalls and depressions except as stated in Paragraph (e) [now Subsection E of 19.8.36.25 NMAC] of this Section by backfilling with spoil and suitable waste materials.
J. Covering coal and acid-forming, toxic-forming, combustible and other waste materials; stabilizing backfilled materials; and using waste material for fill.
(1) Cover all exposed coal seams remaining after mining and any acid-forming, toxic-forming, combustible materials, or any other waste materials identified by the regulatory authority that are exposed, used or produced during mining shall be covered with a minimum of four feet of nontoxic and noncombustible material; or, if necessary, treated to neutralize toxicity in order to prevent water pollution and sustained combustion, and to minimize adverse effects on plant growth and land uses. Where necessary to protect against upward migration of salts, exposure by erosion, to provide an adequate depth for plant growth or to otherwise meet local conditions, the regulatory authority shall specify thicker amounts of cover using nontoxic material. Acid-forming or toxic-forming material shall not be buried or stored in proximity to a drainage course so as to cause or pose a threat of water pollution or otherwise violate the provisions of Section 715.17 of this Part.
(2) Stabilization. Backfilled materials shall be selectively placed and compacted wherever necessary to prevent leaching of toxic-forming materials into surface or subsurface waters in accordance with Section 715.17 and wherever necessary to ensure the stability of the backfilled materials. The method of compacting material and the design specifications shall be approved by the regulatory authority before the toxic materials are covered.
(3) Use of waste materials as fill. Before waste materials from a coal preparation or conversion facility or from other activities conducted outside the permit area such as municipal wastes are used for fill material, it must be demonstrated to the regulatory authority by hydrogeological means and chemical and physical analyses that use of these materials will not adversely affect water quality, water flow and vegetation; will not present hazards to public health and safety; and will not cause instability in the backfilled area.
K. Grading along the contour. All final grading, preparation of overburden before replacement of topsoil and placement of topsoil, in accordance with Section 715.16 shall be done along the contour to minimize subsequent erosion and instability. If such grading, preparation or placement along the contour would be hazardous to equipment operators then grading, preparation or placement in a direction other than generally parallel to the contour may be used. 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.
[Recompiled 6/4/02]