N.M. Admin. Code § 19.8.36.42
Current through Register Vol. 36, No. 1, January 14, 2025
Section 19.8.36.42 - UNDERGROUND MINING GENERAL PERFORMANCE STANDARDS: DAMS CONSTRUCTED OF WASTE MATERIAL (717.18)A. General. No waste material shall be used in existing or new dams without the approval of the regulatory authority. The permittee shall design, locate, construct, operate, maintain, modify and abandon or remove all dams (used either temporarily or permanently) constructed of waste materials in accordance with the requirements of this Section.B. Construction of dams. (1) Waste shall not be used in the construction of dams unless demonstrated through appropriate engineering analysis to have no adverse effect on stability.(2) Plans for dams subject to this Section, and also including those dams that do not meet the size or other criteria of Section 77.216(a)of this title, shall be approved by the regulatory authority before construction and shall contain the minimum plan requirements established by the mining enforcement and safety administration pursuant to Section 77.216-2 of this title.(3) Construction requirements are as follows: (a) Design shall be based on the flood from the probable maximum precipitation event unless the permittee shows that the failure of the impounding structure would not cause loss of life or severly damage property or the environment, in which case, depending on site conditions, a design based on a precipitation event of no less than 100-year frequency may be approved by the regulatory authority.(b) The design freeboard distance between the lowest point on the embankment crest and the maximum water elevation shall be at least 3 feet to avoid overtopping by wind and wave action.(c) Dams shall have minimum safety factors as follows: _________________________________________________________________________________________
Case Loading condition Minimum safety factor
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I _ _ _ _ _ _ _ _ _ _ End of construction _ _ _ _ _ _ _ _ 1.3
II _ _ _ _ _ _ _ _ _ _ Partial pool with steady seep-age saturation 1.5
III _ _ _ _ _ _ _ _ _ _ Steady seepage from spillway or decant crest 1.5
IV _ _ _ _ _ _ _ _ _ _ Earthquake (cases II and III with seismic loading) 1.0
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(d) The dam, foundation and abutments shall be stable under all conditions of construction and operation of the impoundment. Sufficient foundation investigations and laboratory testing shall be performed to determine the factors of safety of the dam for all loading conditions in Paragraph (b)(3)(ii) [now Subparagraph b of Paragraph 3 of Subsection B of 19.8.36.42 NMAC] of this Section and for all increments of construction.(e) Seepage through the dam, foundation and abutments shall be controlled to prevent excessive uplift pressures, internal erosion, sloughing, removal of material by solution or erosion of material by loss into cracks, joints and cavities. This may require the use of impervious blankets, pervious drainage zones or blankets, toe drains, relief wells or dental concreting of jointed rock surface in contact with embankment materials.(f) Allowances shall be made for settlement of the dams and the foundation so that the freeboard will be maintained.(g) Impoundments created by dams of waste materials shall be subject to a minimum drawdown criteria that allows the facility to be evacuated by spillways or decants of 90 percent of the volume of water stored during the design precipitation event within 10 days.(h) During construction of dams subject to this Section, the structures shall be periodically inspected by a registered professional engineer to ensure construction according to the approved design. On completion of construction the structure shall be certified by a professional engineer registered in the State of New Mexico, experienced in the field of dam construction as having been constructed in accordance with accepted professional practice and the approved design.(i) A permanent identification marker, at least 6 feet high that shows the dam number assigned pursuant to Section 77.216-1 of this title and the name of the person operating or controlling the dam, shall be located on or immediately adjacent to each dam within 30 days of certification of design pursuant to this Section.(4) All dams, including those not meeting the size or other criteria of Section 77.216(a) of this title, shall be routinely inspected by a registered professional engineer, or someone under the supervision of a registered professional engineer, in accordance with mining enforcement and safety administration regulations pursuant to Section 77.216-3 of this title.(5) All dams shall be routinely maintained. Vegetative growth shall be cut where necessary to facilitiate inspection and repairs. Ditches and spillways shall be cleaned. Any combustible materials present on the surface, other than that used for surface stability such as mulch or dry vegetation shall be removed and any other appropriate maintenance procedures followed.(6) All dams subject to this section shall be recertified annually as having been constructed and modified in accordance with current prudent engineering practices to minimize the possibility of failures. Any changes in the geometry of the impounding structure shall be highlighted and included in the annual recertification report. These certifications shall include a report on existing and required monitoring procedures and instrumentation, the average and maximum depths and elevations of any impounded waters over the past year, existing storage capacity of impounding structures, any fires occurring in the material over the past year and any other aspects of the structures affecting their stability.(7) Any enlargements, reductions in size, reconstruction or other modification of the dams shall be approved by the regulatory authority before construction begins.(8) All dams shall be removed and the disturbed areas regraded, revegetated and stabilized before the release of bond unless the regulatory authority approves retention of such dams as being compatible with an approved postmining land use (Section 715.13).N.M. Admin. Code § 19.8.36.42