2 Colo. Code Regs. § 407-2-4

Current through Register Vol. 47, No. 16, August 25, 2024
Rule 2 CCR 407-2-4 - PERFORMANCE STANDARDS
4.01GENERAL PROVISIONS
4.01.1Scope and Objectives.

This Rule sets forth the minimum performance standards and design requirements to be used for coal exploration, surface coal mining and reclamation operations, surface coal mining and reclamation operations incident to underground mining activities and special categories of mining. These performance standards and design requirements will provide for: 120(1) 121(1)

(1) Maximum use and conservation of the solid fuel resource being recovered so that reaffecting the land through future surface coal mining and reclamation operations can be minimized; 120(2)(a)
(2) Prevent degradation of environmental quality during and following coal exploration; 117
(3) Reclamation of all affected areas to conditions that are capable of supporting the pre mining land uses or higher or better land uses; 120(2)(b)
(4) Reclamation of land affected by surface coal mining operations as contemporaneously as practicable with mining operations; 120(2)(p)
(5) Minimizing to the extent possible using the best technology currently available, disturbances and adverse impacts on fish, wildlife, and other related environmental values, and enhancement of such resources where practicable; 120(2)(x)
(6) Revegetation to achieve prompt vegetation cover and recovery of productivity levels compatible with approved land uses; 120(2)(s)
(7) Minimum disturbance to the prevailing hydrologic balance at the mine site and in associated off-site areas, and to quality and quantity of water in surface and ground water systems; 120(2)(j)
(8) Confinement of surface coal mining and reclamation operations including, but not limited to, the location of spoil disposal areas to lands within the permit area; and 120(2)(u)
(9) Conducting surface coal mining and reclamation operations to insure that society and the environment are protected from the adverse effects of such operations and that the rights of surface landowners and other persons with a legal interest in the land or appurtenances thereto are fully protected. 102
4.01.2Authority.

The Board has the authority to promulgate Rules pursuant to the Act which set forth minimum performance standards and design requirements for surface coal mining and reclamation operations.

4.01.3Responsibility.
(1) It is the responsibility of the Board and the Division to insure that the provisions of this Rule pursuant to the Act are implemented and enforced.
(2) Any person conducting coal exploration or surface coal mining and reclamation operations under a permit issued in accordance with these Rules is responsible for meeting all applicable performance standards of this Rule. 120(1)
4.02SIGNS AND MARKERS
4.02.1Specifications.

Signs and markers required by 4.02 shall:

(1) Be posted and maintained by the permittee;
(2) Be of uniform design throughout the operation that can be easily seen and read;
(3) Be made of durable material; and
(4) Conform to local ordinances and codes.
4.02.2Mine and Permit Identification Signs.
(1) Identification signs shall be displayed at each entrance to the permit area from public roads. 122(5)
(2) Signs shall show the name, address, and telephone number of the person who conducts the surface coal mining operations and the identification number of the current permit authorizing mining activities.
(3) Signs shall be retained and maintained until after the release of all bonds for the permit area.
4.02.3 Perimeter Markers.

The perimeter of a permit area for surface coal mining activities, or in the case of underground mining activities, the perimeter of all areas affected by surface operations or facilities, shall be clearly marked before the beginning of surface coal mining operations. 103(18)

4.02.4Duration of Maintenance.

Signs and markers shall be maintained during the conduct of all activities to which they pertain.

4.02.5Stream Buffer Zone Markers.

Buffer zones established under the provisions of 4.05.18 shall be clearly marked. 120(2)(j)(II)(A)

4.02.6Blasting Signs.

If surface blasting is conducted incident to surface coal mining operations, the person who conducts these operations shall: 120(2)(o)(I)

(1) Conspicuously display signs reading "Blasting Area" along the edge of any blasting area that comes within 50 feet of any road within the permit area or within 100 feet of any public road right of way.
(2) Conspicuously flag, or post within the blasting area, the immediate vicinity of charged holes.
(3) Place at all entrances to the permit area from public roads or highways conspicuous signs which state "Warning! Explosives in Use" which clearly explain the blast warning and all clear signals that are in use and which explain the marking of blast areas and charged holes within the permit area.
4.02.7Topsoil Markers.

Where topsoil or other vegetation-supporting material is segregated and stockpiled as required under 4.06.3, the stockpiled material shall be clearly marked.

4.03ROADS
4.03.1Haul Roads
(1) General Requirements.
(a) Each person shall ensure that construction, maintenance, and post-mining conditions of haul roads into and across the site of operations will control or prevent erosion and siltation, pollution of air or water, and damage to public or private property. 120(2)(q) 121(2)(j)
(b) To the extent possible using the best technology currently available, haul roads shall not cause damage to fish, wildlife, and related environmental values and shall not cause additional contributions of suspended solids to streamflow or to runoff outside the permit area. Any such contributions shall not be in excess of limitations of State or Federal law. Prudent dust control practices shall be used as necessary to comply with 4.17. 120(2)(x) 120(2)(j)
(c) The design for haul roads shall be based on geometric criteria appropriate for the anticipated volume of traffic and weight and speed of vehicles to be used.
(d)
(i) The design and construction or reconstruction of haul roads not within the disturbed area in accordance with 4.05.2(4) shall be certified by a qualified registered professional engineer, except as provided for in Rule 4.03.1 . The certification report shall be submitted to the Division upon completion of any construction or reconstruction and shall indicate that the road has been constructed or reconstructed as designed and in accordance with the approved plan.
(ii) In lieu of certification of the design and construction or reconstruction, for existing haul roads not within the disturbed area and for which the construction or reconstruction was complete prior to August 1, 1995, the applicant shall provide a relevant showing, on a case by case basis, which may include monitoring data or other evidence, whether the road meets the performance standards of Rule 4.03.1.
(e) All haul roads shall be removed and the land affected reclaimed in accordance with the requirements of 4.03.1(7) unless: 120(2)(s)
(i) Retention of the road is approved as part of the approved post mining land use and the road complies with all applicable performance standards; and 120(2)(b)
(ii) The landowner requests to the Division in writing, that the road or certain parts thereof are to be left open for further use.
(2) Location.
(a) Haul roads shall be located on ridges or on the most stable available slopes to minimize erosion. 120(2)(q)
(b) No part of any haul road shall be located in the channel of an ephemeral stream draining a watershed of at least 1 square mile, or in the channel of an intermittent or perennial stream unless specifically approved by the Division in accordance with applicable sections of 4.05.1, 4.05.2, 4.05.4 and 4.05.18. 120(2)(r)
(c) Fords of ephemeral streams draining a watershed of at least 1 square mile above the diversion or intermittent streams are prohibited unless they are specifically approved by the Division as temporary routes during periods of construction. Fords of perennial streams shall not be approved. The fords shall not seriously alter the normal flow of water, contribute to stream sediment load or adversely affect fish, wildlife, and related environmental values. All other stream crossings shall be made using bridges, culverts, or other structures designed, constructed, and maintained to meet the requirements of 4.03.1(4). 120(2)(r) 120(2)(j)(II)
(d) Haul roads shall be located to minimize downstream sedimentation and flooding. 120(2)(q)
(e) Nothing in 4.03.1(2) shall prohibit an operator from diverting a stream channel in accordance with 4.05.4.
(3) Design and Construction.

Haul roads not within the disturbed area in accordance with Rule 4.05.2 Shall be designed and constructed or reconstructed in compliance with the following standards in order to control erosion and disturbance of the hydrologic balance:

(a) Vertical alignment. Maximum road grades shall be as follows, except that alternative design criteria may be utilized after Division review and approval of an analysis by a qualified registered professional engineer demonstrating that the alternative design will meet accepted industry standards for safety. The alternative design criteria may, as appropriate, include restrictions relative to maintenance and use under adverse weather conditions:
(i) The overall grade shall not be steeper than 10h:1v (10 percent).
(ii) Maximum pitch grade shall not be steeper than 6.5h:1v (15 percent).
(iii) There shall not be more than 300 feet of pitch grade exceeding 10 percent within any consecutive 1,000 feet, but in no case shall there be any pitch grade steeper than 6.5h:1v (15 percent).
(b) Horizontal alignment. Haul roads shall have a horizontal alignment as consistent with the existing topography as possible, and shall provide the alignment required to meet the performance standards of 4.03.1. Horizontal and vertical alignment shall be coordinated to ensure that the road will not cause environmental damage.
(c) Width. Road widths shall be appropriate for the anticipated volume of traffic and the nature and speed of vehicles to be used.
(d) Road cuts.
(i) Cut slopes shall not be steeper than 1.5h:1v in unconsolidated materials or 0.25h:1v in rock, except that steeper slopes may be specifically authorized by the Division if geotechnical analysis demonstrates that a minimum safety factor of 1.5 can be maintained or if geotechnical analysis demonstrates that a safety factor less than 1.5 will not result in significant environmental harm or harm to the public health and safety.
(ii) Temporary erosion control measures shall be implemented during construction to minimize sedimentation and erosion until permanent control measures can be established. The entire road cut including the surrounding area disturbed by construction shall be stabilized with respect to erosion by a vegetation cover or other means approved by the Division immediately after construction is complete. Where a vegetation cover is used, consideration shall be given to providing an appropriate growth medium.
(e) Road embankments.
(i) All vegetation material and topsoil shall be removed from the embankment foundation during construction to increase stability, and no vegetation material or topsoil shall be placed beneath or in any haul road embankment.
(ii) Where an embankment is to be placed on side slopes steeper than 5h:1v (20 percent), the existing ground shall be plowed, stepped, or if in bedrock, keyed in a manner which increases the stability of the fill. The keyway shall be a minimum of 10 feet in width and shall extend a minimum of 2 feet below the toe of the fill.
(iii) The material for embankments shall be reasonably free of organic material, coal or coal blossom, frozen materials, wet or peat material, natural soils containing organic matter, or any other material considered unsuitable for use in embankment construction by the Division. Excess or unsuitable material from excavations shall be disposed of in accordance with 4.09.1.
(iv) Acid-producing materials shall be permitted for constructing embankments only for those haul roads constructed or reconstructed on coal processing waste banks and only if it has been demonstrated to the Division that no additional acid will leave the confines of the coal processing waste bank. In no case shall acid-bearing refuse material be used outside the confines of the coal processing waste bank. Acid- and toxic-forming materials shall be disposed of in accordance with 4.05.8, 4.10.1, and 4.14.3.
(v) Material containing by volume less than 25 percent of rock larger than 6 inches in greatest dimension shall be spread in successive uniform layers not exceeding 12 inches in thickness before compaction.
(vi) Where the material for an embankment consists of large-size rock, broken stone, or fragmented material that makes placing it in 12 inch layers impossible under Rule 4.03.1, the embankment shall be constructed in uniform layers not exceeding in thickness the approximate average size of the rock used, but the layers shall not exceed 36 inches, rock shall be placed in a manner that will ensure proper placement in the embankment, so that voids, pockets, and bridging will be reduced to a minimum. The final layer of the embankment shall meet the requirements of Rule 4.03.1(3)(e)(v).
(vii) Each layer of the embankment shall be completed, leveled, and compacted before the succeeding layer is placed. Loads of material shall be leveled as placed and kept smooth. Embankment layers shall be compacted as necessary to ensure that the embankment is adequate to support the anticipated volume of traffic and weight and speed of vehicles to be used for the duration of the road. In selecting the method to be used for placing embankment material, consideration shall be given in the design to such factors as the foundation, geological structure, soils, type of construction and equipment to be used. If necessary to ensure stability structural and foundation analysis shall be performed to establish design standards for embankment stability appropriate to the site. The degree of compaction shall be determined on the basis of soil type and the anticipated volume of traffic and weight and speed of vehicles to be used for the duration of the road. No lift shall be placed on a layer until the design density is achieved throughout the layer. American Association of State Highway and Transportation Officials (AASHTO), specifications such as T-99, T-180, and the modified AASHTO test, 12th Edition, published July, 1978 or other comparable specifications approved by the Division may be used as guidelines for the determination of the maximum dry density for granular materials. Incorporation by reference of the above publication does not include future editions. Copies of the above specifications may be obtained by contacting the Division Director, 1313 Sherman Street, Room 215, Denver, Colorado 80203-2273.
(viii) Material shall be placed in an embankment only when its moisture content is within acceptable levels to achieve design compaction.
(ix) Embankment slopes shall not be steeper than 2h:1v, except where embankment material is a minimum 85 percent rock, slopes shall not be steeper than 1.35h:1v. The specified slope gradients shall not be exceeded unless it has been demonstrated to the Division that a minimum safety factor of 1.3, or such higher factor as the Division may specify will be achieved.
(x) Erosion control. Temporary erosion control measures shall be implemented during embankment construction to minimize sedimentation and erosion until permanent control measures can be established. Immediately upon completion, measures shall be taken to stabilize all embankments with vegetation cover or other means as approved by the Division to minimize erosion. Where a vegetation cover is used, consideration shall be given to providing an appropriate growth medium. 120(2)(q)
(xi) Topsoil. Topsoil and other material as determined under 4.06.2 shall be removed from the design roadbed, shoulders, and surfaces where associated structures will be placed, and shall be stored in accordance with 4.06.3. 120(2)(e)
(4) Drainage. Each haul road shall be designed, constructed, or reconstructed, and maintained to have adequate drainage, using structures, such as, but not limited to, ditches, cross drains, ditch relief drains, culverts and bridges. The water-control system shall be designed to safely pass peak runoff from a 10-year, 24-hour precipitation event or a greater event if required by the Division. 120(2)(j)(II) 120(2)(q)
(a) General.
(i) Natural drainage. Natural channel drainageways shall not be altered or relocated for haul road construction or reconstruction without the prior approval of the Division in accordance with 4.05.3 and 4.05.4. The Division may approve alterations and relocations only if: 120(2)(r)
(A) The natural-channel drainage is not blocked;
(B) No significant damage occurs to the hydrological balance; and
(C) There is no adverse impact on adjoining landowners.
(ii) Stream crossings. Drainage structures are required for all flowing stream channel crossings. Drainage structures shall not affect the normal flow or gradient of the stream, or adversely affect fish migration and aquatic habitat or related environmental values. 120(2)(r)
(iii) Haul roads within the disturbed area. Drainage from haul roads constructed within the disturbed area as described in 4.05.2(4), shall meet the requirements of 4.05.2 and such haul roads shall at a minimum be designed, constructed, reconstructed and maintained using the best technology currently available to minimize erosion as required by 4.03.1(4)(b).
(iv) Haul roads not within the disturbed area. Drainage from haul roads that are not constructed within the disturbed area as described in 4.05.2(4), shall meet the requirements of 4.03.1(4)(b)-(e) to minimize erosion, resultant siltation, and disturbance to the prevailing hydrological balance.
(b) Measures to control erosion of the disturbed area. Erosion control measures used singly or in combination include but are not limited to:
(i) Stabilizing all exposed surface areas to promote a reduction in the rate and volume of runoff;
(ii) Using straw dikes, riprap, check dams, mulches, vegetation sediment filters, and other measures that reduce overland flow velocity, reduce runoff volume, or trap sediment; and
(iii) Such other measures to minimize erosion, resultant siltation, and disturbance to the prevailing hydrological balance as required by the Division.
(c) Ditches. Drainage ditches shall be placed at the toe of all cut slopes formed by the construction of haul roads with ditch relief cross drains constructed if necessary to meet the requirements of 4.03.1(1)(a)-(b). Water shall be intercepted before reaching a switchback or large fill and drained safely away in accordance with the requirements of 4.03.1. Water from a fill or switchback shall be released, through conduits or in riprapped channels, or other facilities to adequately protect the fill.
(d) The road surface shall be designed and constructed to prevent ponding of water, to provide erosion control and to provide road surface stability.
(e) Culverts and Bridges.
(i) Culverts with an end area of 35 square feet or less shall be designed to safely pass the 10-year, 24-hour precipitation event without a head of water at the entrance unless suitable protection against erosion or fill saturation is in place at the entrance and exit of the culvert. Culverts with an end area of greater than 35 square feet, and bridges with spans of 30 feet or less, shall be designed to safely pass the 20-year, 24-hour precipitation event. Bridges with spans of more than 30 feet shall be designed to safely pass the 100-year, 24-hour precipitation event or a larger event as specified by the Division.
(ii) Culverts shall be designed, constructed, and maintained to sustain the vertical soil pressure, the passive resistance of the foundation, and the weight of vehicles to be used.
(iii) Drainage pipes and culverts shall be constructed to avoid plugging or collapse and erosion at inlets and outlets.
(iv) All culverts shall be covered by compacted fill to a minimum depth of 1 foot.
(v) Culverts shall be installed to accommodate flow from intersecting drainages, and from road surface drainage as necessary to control erosion. Design for culverts shall be in accordance with 4.03.1(4)(e) except where alternative specifications are approved. Alternative specifications may be utilized upon approval by the Division after a finding that such specifications will not result in an increase of erosion. Such findings shall be based on a demonstration by the applicant based at a minimum on consideration of precipitation rates, percent of grade and soil properties appropriate to the site.
(A) Culverts may be designed to carry less than the peak runoff from a 10-year, 24- hour precipitation event if the ditch will not overtop and will remain stable.
(B) Culverts shall be designed to promote conveyance of design flow.
(C) The inlet end shall be protected by a rock headwall or other material as adequate protection against erosion of the headwall as required by the Division.
(5) Surfacing.
(a) Haul roads shall be surfaced with rock, crushed gravel, asphalt, or other material approved by the Division as sufficiently durable for the anticipated volume of traffic and weight and speed of vehicles to be used. 120(2)(d)
(b) Acid- or toxic-forming substances shall not be used in haul road surfacing. 120(2)(n)
(6) Maintenance.
(a) Haul roads shall be maintained in such a manner that the required or approved design standards are met throughout the life of the entire transportation facility including surface, shoulders, parking and side areas, approach structures, erosion control devices and cut-and-fill sections. 120(2)(q)
(b) Haul road maintenance shall include repairs to the road surface, blading, filling of potholes, and replacement of the road surface. It shall include revegetation, brush removal, watering for dust control, and minor reconstruction of road segments as necessary.
(c) A road damaged by a catastrophic event, such as a flood or earthquake, shall be repaired as soon as it is practicable after the damage has occurred.
(7) Reclamation.
(a) Unless the Division approves retention of haul roads as suitable for the approved post mining land use, immediately after the road is no longer needed for operations, reclamation, or monitoring:
(i) The road shall be closed to vehicular traffic; 120(2)(p)
(ii) The natural-drainage patterns shall be restored; 120(2)(c)
(iii) All bridges and culverts shall be removed; 120(2)(b)
(iv) Roadbeds shall be ripped, plowed, and scarified; 120(2)(p)
(v) Fill slopes shall be rounded or reduced and shaped to conform the site to adjacent terrain and to meet natural drainage restoration standards; 120(2)(c)
(vi) Cut slopes shall be shaped to blend with the natural contour; 120(2)(c)
(vii) Terraces shall be constructed as necessary to prevent excessive erosion and to provide long-term stability in cut-and-fill slopes; and 120(2)(v)(III)
(viii) The regraded area shall be covered with topsoil in accordance with 4.06.4(2) and revegetated in accordance with 4.15. 120(2)(f), 120(2)(s)
(ix) Road-surfacing materials that are incompatible with the post mining land use and revegetation requirements shall be removed and disposed of in appropriate disposal areas as authorized by the Division.
4.03.2Access Roads
(1) General Requirements.
(a) Each person who conducts surface coal mining operations shall ensure that the construction, maintenance, and post mining conditions of access roads into and across the site of operations will control or prevent erosion and siltation, pollution of air or water, and damage to public or private property. 120(2)(q) 121(2)(j)
(b) To the extent possible using the best technology currently available, access roads shall not cause damage to fish, wildlife, and related environmental values and shall not cause additional contributions of suspended solids to streamflow or to runoff outside the permit area. Any such contributions shall not be in excess of limitations of State or Federal law. Prudent dust control practices shall be used as necessary to comply with 4.17. 120(2)(q) 120(2)(x) 120(2)(j)
(c) The design of access roads shall incorporate consideration of the needs of the specific uses of the road. To the extent that the anticipated volume of traffic or weight or speed of vehicles to be used requires higher standards than those set forth in 4.03.2, such higher standards shall be incorporated in the design construction or reconstruction and maintenance of access roads.
(d) Access roads shall be designed and constructed in accordance with 4.03.2 except where alternative specifications are used. 120(6)
(e)
(i) The construction or reconstruction of access roads not within the disturbed area in accordance with 4.05.2(4) shall be certified in a report to the Division by a qualified registered professional engineer, except as provided for in Rule 4.03.2 . The certification report shall be submitted to the Division upon completion of any construction or reconstruction and shall indicate that the road has been constructed or reconstructed as designed and in accordance with the approved plan.
(ii) In lieu of certification of the design and construction or reconstruction, for existing access roads not within the disturbed area and for which the construction or reconstruction was complete prior to August 1, 1995, the applicant shall provide a relevant showing, on a case by case basis, which may include monitoring data or other evidence, whether the road meets the performance standards of Rule 4.03.2.
(f) All access roads shall be removed and the land affected reclaimed in accordance with the requirements of 4.03.2(7) unless: 120(2)(c) 120(2)(q), 120(2)(s)
(i) Retention of the road is approved as part of the approved post mining land use and complies with all applicable performance standards; and120(2)(b)
(ii) The landowner requests to the Division in writing, that the road or certain parts thereof are to be left open for further use.
(2) Location.
(a) Access roads shall be located on ridges or on the most stable available slopes to minimize erosion. 120(2)(q)
(b) No part of any access road shall be located in the channel of an ephemeral stream where the upstream watershed is at least 1 square mile, or in the channel of an intermittent or perennial stream unless specifically approved by the Division in accordance with applicable sections of 4.05.1, 4.05.2, 4.05.4, and 4.05.18. 120(2)(r)
(c) Fords of ephemeral streams draining a watershed of at least one square mile above the diversion or intermittent streams are prohibited unless they are approved by the Division. Fords of perennial streams shall not be approved. The fords shall not seriously alter the normal flow of water, contribute to stream sediment load or adversely affect fish, wildlife, and related environmental values. All other stream crossings shall be made using bridges, culverts, or other structures, designed, constructed, and maintained to meet the requirements of 4.03.2(4). 120(2)(q)
(d) Access roads shall be located to minimize downstream sedimentation and flooding. 120(2)(q)
(e) Nothing in 4.03.2(2) shall prohibit an operator from diverting a stream channel in accordance with 4.05.4.
(3) Design and Construction.

Access roads not within the disturbed area in accordance with Rule 4.05.2 Shall be designed and constructed or reconstructed in compliance with the following standards in order to control erosion and disturbance of the hydrologic balance:

(a) Vertical alignment. A continuous grade with excessive cuts or embankments shall be avoided. Changes of grade shall be made to conform as closely as possible to the existing terrain, and maximum road grades shall be as follows, except that alternative design criteria may be utilized after Division review and approval of an analysis by a qualified registered professional engineer demonstrating that the alternative design will meet accepted industry standards for safety. The alternative design criteria may, as appropriate, include restrictions relative to maintenance and use under adverse weather conditions:
(i) The overall grade shall not be steeper than 10h:1v (10 percent).
(ii) The pitch grade shall not be steeper than 6.5h:1v (15 percent), for any consecutive 1,000 feet.
(iii) The pitch grade exceeding 15 percent shall not be longer than 300 feet within any consecutive 1,000 feet.
(b) Horizontal alignment. Access roads shall have horizontal alignment as consistent with the existing natural topography as possible, and shall provide the alignment required to meet the performance standards of 4.03.2. Horizontal and vertical alignment shall be coordinated to ensure that the road will not cause environmental damage.
(c) Width. Road widths shall be appropriate for the anticipated volume of traffic and the nature and speed of vehicles to be used.
(d) Road cuts.
(i) Cut slopes shall not be steeper than 1.5h:1v in unconsolidated materials or 0.25h:1v in rock, except that steeper slopes may be specifically authorized by the Division if geotechnical analysis demonstrates that a minimum safety factor of 1.5 can be maintained or if geotechnical analysis demonstrates that a safety factor less than 1.5 will not result in significant environmental harm or harm to the public health and safety.
(ii) Temporary erosion control measures shall be implemented during construction to minimize sedimentation and erosion until permanent control measures can be established. The entire road cut including the surrounding area disturbed by construction shall be stabilized with respect to erosion by a vegetation cover or other means approved by the Division immediately after construction is complete. Where a vegetation cover is used, consideration shall be given to providing an appropriate growth medium.
(e) Road embankments.
(i) All vegetation material and topsoil shall be removed from the embankment foundation during construction to increase stability, and no vegetation material or topsoil shall be placed beneath or in any access road embankment.
(ii) Where an embankment is to be placed on side slopes steeper than 3h:1v (33 percent), the existing ground shall be plowed, stepped, or if in bedrock, keyed in a manner which increases the stability of the fill. The keyway shall be a minimum of 10 feet in width and shall begin at the toe of fill. No material shall be placed below the toe or be allowed to slide below the toe. For slopes flatter than 3h:1v (33 percent), the slopes shall be scarified to ensure bonding of the embankment and natural material.
(iii) The material for embankments shall be reasonably free of organic material, coal or coal blossom, frozen materials, wet or peat material, natural soils containing organic matter, or any other material considered unsuitable for use in embankment construction by the Division. Excess or unsuitable material from excavations shall be disposed of in accordance with 4.09.1. Acid- and toxic-forming material shall be disposed of in accordance with 4.05.8, 4.10.1, and 4.14.3.
(iv) Material containing by volume less than 25 percent of rock larger than 6 inches in greatest dimension shall be spread in successive uniform layers not exceeding 12 inches in thickness before compaction.
(v) Where the material for an embankment consists of large-size rock, broken stone, or fragmented material that makes placing in 12-inch layers impossible under Rule 4.03.2, the embankment shall be constructed in uniform layers not exceeding in thickness the approximate average size of the rock used, but the layers shall not exceed 36 inches in thickness. Rock shall be placed in a manner that will ensure proper placement in the embankment, so that voids, pockets, and bridging will be reduced to a minimum. The final layer of the embankment shall meet the requirements of Rule 4.03.2(3)(e)(iv).
(vi) Each layer of the embankment shall be completed, leveled, and compacted before the succeeding layer is placed. Embankment material shall be leveled as placed and kept smooth. Compaction shall be performed to the extent necessary to ensure stability.
(vii) Material shall be placed in an embankment under moisture content conditions which will permit compaction and ensure proper soil cohesion.
(viii) Embankment slopes shall not be steeper than 1.5h:1v, except that if the embankment material is a minimum of 85 percent rock, slopes shall not be steeper than 1.35h:1v if it has been demonstrated to the Division that embankment stability will result.
(ix) The minimum safety factor for embankments which exceed the slope gradients specified in (viii) above shall be 1.3, or such higher factor as the Division may specify.
(x) Erosion control. Temporary erosion control measures shall be implemented during embankment construction to control sedimentation and minimize erosion until permanent control measures can be established. Immediately upon completion, measures shall be taken to stabilize all embankments with a vegetation cover or other means as a approved by the Division to minimize erosion. Where a vegetation cover is used, consideration shall be given to providing an appropriate growth medium. 120(2)(q)
(xi) Topsoil. Topsoil and other materials as determined under 4.06.2 shall be removed from the design roadbed, shoulders, and surfaces where associated structures will be placed, and shall be stored in accordance with 4.06.3. 120(2)(e)
(4) Drainage. Each access road shall be designed, constructed, or reconstructed, and maintained to have adequate drainage, using structures, such as, but not limited to, ditches, cross drains, ditch relief drains, culverts and bridges. The water-control system shall be designed to safely pass peak runoff from a 10-year, 24-hour precipitation event or a greater event if required by the Division. 120(2)(j)(II) 120(2)(q)
(a) General.
(i) Natural drainage. Natural channel drainageways shall not be altered or relocated for access road construction or reconstruction without the prior approval of the Division in accordance with 4.05.3 and 4.05.4. The Division may approve alterations and relocations only if: 120(2)(r)
(A) The natural-channel drainage is not blocked;
(B) No significant damage occurs to the hydrological balance; and
(C) There is no adverse impact on adjoining landowners.
(ii) Stream crossings. Drainage structures are required for all flowing stream channel crossings. Drainage structures shall not affect the normal flow or gradient of the stream, or adversely affect fish migration and aquatic habitat or related environmental values. 120(2)(r)
(iii) Access roads within the disturbed area. Drainage from access roads constructed within the disturbed area as described in 4.05.2(4), shall meet the requirements of 4.05.2 and such access roads shall at a minimum be designed, constructed, reconstructed and maintained using the best technology currently available to minimize erosion as required by 4.03.2(4)(b).
(iv) Access roads not within the disturbed area. Drainage from access roads that are not constructed within the disturbed area as described in 4.05.2(4), shall meet the requirements of 4.03.2(4)(b)-(e) to minimize erosion, resultant siltation, and disturbance to the prevailing hydrological balance.
(b) Measures to control erosion within the disturbed area. Erosion control measures used alone or in combination include, but are not limited to:
(i) Stabilizing all exposed surface areas to promote a reduction in the rate and volume of runoff;
(ii) Using straw dikes, riprap, check dams, mulches, vegetation sediment filters, and other measures that reduce overland flow velocity, reduce runoff volume, or trap sediment; and
(iii) Such other measures to minimize erosion, resultant siltation, and disturbance to the prevailing hydrological balance as required by the Division.
(c) Ditches and alternative measures for roadbed erosion control. Drainage ditches shall be constructed at the toe of all cut slopes formed by the construction of access roads with ditch relief cross drains spaced according to grade. Water shall be intercepted before reaching a switchback or large fill and discharged below the switchback or fill through conduits or riprapped channels. For every segment of an access road without drainage ditches where required to minimize erosion on the roadbed, drainage shall be provided by surface dips. These drainage dips shall be constructed as undulations in the roadway of sufficient height from the hydraulic bottom to the top of the dip to allow for adequate drainage of the road surface; dip spacing shall be sufficient to minimize erosion of the road surface. In sloped dips shall discharge either into a culvert or drop inlet. Out slope dips shall discharge either onto natural ground or onto embankments if adequate surface protection is provided to minimize erosion.
(d) The road surface shall be sloped as sufficient to prevent ponding of water and erosion of the road surface.
(e) Culverts and Bridges.
(i) Culverts with an end area of 35 square feet or less shall be designed to safely pass the 10-year, 24-hour precipitation event without a head of water at the entrance unless suitable protection against erosion or fill saturation is in place at the entrance and exit of the culvert. Culverts with an end area of greater than 35 square feet, and bridges with spans of 30 feet or less, shall be designed to safely pass the 20-year, 24-hour precipitation event. Bridges with spans of more than 30 feet shall be designed to safely pass the 100-year, 24-hour precipitation event or a larger event as specified by the Division.
(ii) Culverts shall be designed, constructed, and maintained to sustain the vertical soil pressure, the passive resistance of the foundation, and the weight of vehicles to be used.
(iii) Drainage pipes and culverts shall be constructed to avoid plugging or collapse and erosion at inlets and outlets.
(iv) Trash racks and debris basins shall be installed in the drainage area wherever debris from the drainage area could impair the functions of drainage and sediment control structures.
(v) Culverts shall be installed to accommodate flow from small intersecting drainages and from road surface drainage as necessary to control erosion. Design for culverts shall be in accordance with 4.03.2(4)(e) except where alternative specifications are utilized. Alternative specifications may be utilized upon approval by the Division after a finding that such specifications will not result in an increase of erosion. Such finding shall be based on a demonstration by the applicant based at a minimum on consideration of precipitation rates, percent of grade and soil properties appropriate to the site.
(A) Culverts may be designed to carry less than the peak runoff from a 10-year, 24-hour precipitation event if the ditch will not overtop and will remain stable.
(B) Culverts shall be placed in a manner to promote conveyance of the design flow.
(vi) All culverts shall be covered by compacted fill to a depth of 1 foot.
(5) Surfacing.
(a) Access roads shall be surfaced with rock, crushed gravel, asphalt, or other material approved by the Division as sufficiently durable for the anticipated volume of traffic and weight and speed of vehicles to be used. 120(2)(d)
(b) Acid- or toxic-forming substances shall not be used in road surfacing. 120(2)(n)
(c) Vegetation shall not be cleared for more than the width necessary for road and associated ditch construction to serve traffic needs and for utilities.
(6) Maintenance.
(a) Access roads shall be maintained in such a manner that the required or approved design standards are met throughout the life of the entire transportation facility including surface, shoulders, parking and side areas, approach structures, and erosion control devices. 120(2)(q)
(b) Access road maintenance shall include basic custodial care as required to prevent damage to adjacent resources. This includes maintenance to control erosion, repair of structures and drainage systems, removal of rocks and debris, replacement of surface, and restoration of the road prism.
(c) A road damaged by a catastrophic event, such as a flood or earthquake, shall be repaired as soon as it is practicable after the damage has occurred.
(7) Reclamation.
(a) Unless the Division approves retention of access roads as suitable for the approved post mining land use, immediately after the road is no longer needed for operations, reclamation, or monitoring:
(i) The road shall be closed to vehicular traffic; 120(2)(p)
(ii) The natural-drainage patterns shall be restored; 120(2)(c)
(iii) All bridges and culverts shall be removed; 120(2)(b)
(iv) Roadbeds shall be ripped, plowed, and scarified; 120(2)(p)
(v) Fill slopes shall be rounded or reduced and shaped to conform the site to adjacent terrain and to meet natural drainage restoration standards; 120(2)(c)
(vi) Cut slopes shall be shaped to blend with the natural contour; 120(2)(c)
(vii) Terraces shall be constructed as necessary to prevent excessive erosion and to provide long-term stability in cut-and-fill slopes; and 120(2)(v)(III)
(viii) The regarded area shall be covered with topsoil in accordance with 4.06.4(2) and revegetated in accordance with 4.15. 120(2)(f), 120(2)(s)
(ix) Road-surfacing materials that are incompatible with the post mining land use and revegetation requirements shall be removed and disposed of in appropriate disposal areas as authorized by the Division.
4.03.3Light-Use Roads
(1) General Requirements.
(a) Each person who conducts surface coal mining operations shall design, construct or reconstruct, utilize, and maintain light-use roads to control or prevent erosion and siltation, air and water pollution, and damage to public or private property. 120(2)(q) 121(2)(j)
(b) To the extent possible using the best technology currently available, light-use roads shall not cause damage to fish, wildlife, and related environmental values and shall not cause additional contributions of suspended solids to streamflow or to runoff outside the permit area. Any such contributions shall not be in excess of limitations of State or Federal law. Prudent dust control practices shall be used as necessary to comply with 4.17. 120(2)(x) 120(2)(j)
(c) To the extent that the anticipated volume or weight or speed of vehicles to be used requires higher standards than those set forth in 4.03.3, such higher standards shall be incorporated in the design, construction, and reconstruction or maintenance of light-use roads.
(d) All light-use roads shall be completely removed and the land affected regraded to the approximate original contour and revegetated in accordance with the requirements of 4.03.3(7) except where 4.03.3(2)(e) shall apply. 120(2)(c) 120(2)(q) 120(2)(s)
(2) Location.
(a) Light-use roads shall be located on ridges or on the most stable available slopes to minimize erosion. 120(2)(q)
(b) No part of any light-use road shall be located in the channel of an ephemeral stream where the upstream watershed is at least 1 square mile, or in the channel of an intermittent or perennial stream unless specifically approved by the Division in accordance with applicable sections of 4.05.1, 4.05.2, 4.05.4, and 4.05.18. 120(2)(r)
(c) Stream fords of an ephemeral stream where the upstream watershed is at least 1 square mile, intermittent or perennial streams are prohibited unless they are approved by the Division and will not adversely affect stream sedimentation or fish, wildlife, and related environmental values. All other stream crossings shall be made using bridges, culverts, or other structures designed, constructed, and maintained to meet the requirements of 4.03.3(4). 120(2)(r)
(d) Light-use roads shall be located to minimize down-stream sedimentation and flooding. 120(2)(q)
(e) A light-use road may be constructed in the same alignment as a haul or access road that is to be constructed on the same location at a later date. This may be permitted if the requirements for the location of the haul or access road are met, and the construction begins within 6 months from the time the light-use road is constructed.
(f) Light-use roads shall not be located in wet, steep, or unstable areas where complete reclamation under 4.03.3(7) cannot be accomplished.
(3) Design and Construction.

Field-design methods may be utilized for light-use roads.

(a) Vertical Alignment. Except for pre-existing roads, roads within the disturbed area in accordance with 4.05.2(4), or where lesser grades are necessary to control site-specific conditions as approved by the Division maximum road grades shall be as follows, except that alternative design criteria may be utilized after Division review and approval of an analysis by a qualified registered professional engineer demonstrating that the alternative design will meet accepted industry standards for safety. The alternative design criteria may, as appropriate, include restrictions relative to maintenance and use under adverse weather conditions:
(i) The overall grade shall not be steeper than 10h:1v (10 percent).
(ii) The pitch grade shall not be steeper than 5h:1v (20 percent) for any consecutive 1,000 feet.
(iii) The pitch grade exceeding 20 percent shall not be longer than 300 feet within any consecutive 1,000 feet.
(b) Horizontal alignment. Light-use roads may meander so as to avoid large growths of vegetation and other natural obstructions.
(c) Width. Road widths shall be appropriate for the anticipated volume of traffic and the nature and speed of vehicles to be used.
(d) Road cuts. Sidecast construction may be used.
(e) Road embankments. Compaction on embankments shall be required only to the extent necessary to control erosion and maintain the road.
(f) Topsoil removal. Topsoil shall be removed and stockpiled where required by the Division or where excavation would require replacement of material and redistribution of topsoil for proper revegetation.
(g) Vegetation shall not be cleared for more than the width necessary to serve traffic and utility needs.
(4) Drainage.
(a)
(i) Light-use road drainage shall consist of culverts in flowing streams, wet areas, and in ephemeral channels as necessary to protect the facility during its life and to minimize disturbance of the hydrologic balance. 120(2)(j)(II) 120(2)(r)
(ii) Sediment control shall comply with 4.05.2 and 4.05.5.
(b) Culverts and bridges. Culverts or bridges shall be installed for crossings of all flowing drainages and streams. Light-use roads planned to be used for a period of less than 6-months shall utilize temporary culverts or bridges designed to safely pass the 1-year, 6hour precipitation event, or larger event as specified by the Division. Light-use roads planned to be used for a period of more than 6 months shall utilize culverts and bridges designed to safely pass the 10-year, 24-hour precipitation event or longer as specified by the Division.
(c) Ditches, cross drains, road surface drainage culverts, and ditch relief drains shall be installed as required by the Division to control erosion for light-use roads. 120(2)(d)
(d) Natural drainage. Natural-channel drainageways shall not be altered or relocated for the purposes of light-use road construction. 120(2)(r)
(e) Stream crossings. Drainage structures required for crossing streams shall not affect the normal flow or gradient of the stream, adversely affect the fish migration and aquatic habitat or related environmental values. 120(2)(r)
(5) Surfacing.
(a) Light-use road surfaces shall be adequate for the use of the road. 120(2)(d)
(b) Acid- or toxic-forming substances shall not be used in road surfacing. 120(2)(n)
(6) Maintenance.
(a) Light-use road maintenance shall be sufficient to ensure minimization of erosion for the life of the road. 120(2)(q)
(b) Light-use roads shall not be used if climatic conditions are such that usage may cause degradation of water quality.
(c) A road damaged by a catastrophic event such as a flood or earthquake, shall be repaired as soon as is practicable after the damage has occurred.
(7) Reclamation.

Immediately after a light-use road is no longer needed for operations, reclamation, monitoring or the post mining land use as approved by the Division:

(a) The road shall be closed to vehicular traffic; 120(2)(p)
(b) The natural drainage patterns shall be restored; 120(2)(c)
(c) All bridges and culverts shall be removed; 120(2)(b)
(d) Roadbeds shall be ripped, plowed, and scarified; 120(2)(p)
(e) Fill slopes shall be rounded or reduced and shaped to conform to the site, to adjacent terrain and to meet natural-drainage restoration standards; 120(2)(c)
(f) Cut slopes shall be reshaped to blend with the natural contour; 120(2)(c)
(g) Cross drains, dikes, and water bars shall be constructed to control erosion; and
(h) Road surfaces from which topsoil has been removed shall be covered with topsoil in accordance with 4.06.4(2), and the surface shall be revegetated in accordance with 4.15. 120(2)(f)
(i) Road-surfacing materials that are incompatible with the post-mining land use and revegetation requirements shall be removed and disposed of in appropriate disposal areas as authorized by the Division.
4.04SUPPORT FACILITIES

Support facilities required for, or used incidental to surface or underground mining activities, including, but not limited to, mine buildings, coal loading facilities at or near the mine site, coal storage facilities, equipment storage facilities, fan buildings, hoist buildings, preparation plants, sheds, shops, other buildings, railroad loops, spurs, sidings, surface conveyor systems, chutes, aerial tramways, or other transportation facilities shall be designed, constructed or reconstructed, and maintained, and the area restored, to: 103(26)

(1) Prevent, to the extent possible using the best technology currently available;
(a) Damage to fish, wildlife, and related environmental values; and 120(2)(x)
(b) Additional contributions of suspended solids to streamflow or runoff outside the permit area. Any such contributions shall not be in excess of limitations of State or Federal law. 120(2)(j)(II)(A)
(2) Control and minimize diminution or degradation of water quality and quantity; 120(2)(j)
(3) Control and minimize erosion and siltation; 120(2)(d)
(4) Control and minimize air pollution; 120(2)(d)
(5) Prevent damage to public or private property; and 111(1)(k)
(6) Minimize damage, destruction, or disruption of services provided by oil, gas, and water wells; oil, gas, and coal slurry pipelines; railroads, electric and telephone lines; water and sewage lines which pass over, under, or through the permit area, unless otherwise approved by the owner of those facilities and the Division.
4.05HYDROLOGIC BALANCE
4.05.1General Requirements.
(1) Surface and underground mining activities shall be planned and conducted to minimize disturbance of the prevailing hydrologic balance in both the mine plan and adjacent areas, and to prevent material damage to the hydrologic balance outside the permit area in order to prevent long-term adverse changes in the hydrologic balance. 111(1)(m) 120(2)(j)
(2) Changes in water quality and quantity, in the depth to ground water, and in the location of surface water drainage channels shall be minimized so that the approved post mining land use of the permit area is not adversely affected.
(3) In no case shall Federal and State water quality statutes, regulations, standards, or effluent limitations be violated. 120(2)(j)(II)(A)
(4) Operations shall be conducted to minimize water pollution and, where necessary, treatment methods shall be used to control water pollution. 120(2)(j)
(a) Each person who conducts surface or underground mining activities shall emphasize mining and reclamation practices that prevent or minimize water pollution. Changes in flow or drainage shall be used in preference to use of water treatment facilities.
(b) Acceptable practices to control and minimize water pollution for surface coal mining operations include, but are not limited to:
(i) Stabilizing disturbed areas through land shaping; 120(2)(c)
(ii) Diverting runoff; 120(2)(j)
(iii) Achieving quickly growing stands of temporary vegetation; 120(2)(d)
(iv) Regulating channel velocity of water;
(v) Lining drainage channels with rock or vegetation;
(vi) Mulching;
(vii) Selectively placing and sealing acid-forming and toxic-forming materials; and 120(2)(n)
(viii) Selectively placing waste materials in backfill areas. 120(2)(n)
(c) Additional practices to control and minimize water pollution for underground mining activities include, but are not limited to:
(i) Sealing; 121(2)(i)(I)(C)
(ii) Controlling subsidence; 121(2)(a)
(iii) Preventing acid mine drainage; and 121(2)(i)(I)
(iv) Designing mines to prevent gravity drainage of water. 121(2)(l)
(d) If the practices listed in 4.05.1(4)(b) and (c) are not adequate to meet the performance standard requirements, the person who conducts surface or underground mining activities shall operate and maintain the necessary water treatment facilities for as long as treatment is required under the requirements of this Rule. 120(2)(j)
4.05.2Water Quality Standards and Effluent Limitations.
(1) All surface drainage from the disturbed area, including disturbed areas that have been graded, seeded, or planted, shall be passed through a sedimentation pond, a series of sedimentation ponds, or other treatment facilities before leaving the permit area. Any discharge of water from underground workings to surface waters which does not meet the effluent limitations of 4.05.2 shall also be passed through a sedimentation pond, a series of sedimentation ponds, or other treatment facilities before leaving the permit area. 120(2)(j)(II)(A) 121(2)(i)(II)
(2) Sedimentation ponds and other treatment facilities for surface drainage from the disturbed area shall be maintained until removal is authorized by the Division and the disturbed area has been revegetated and stabilized, the untreated drainage from the disturbed area ceases to contribute additional suspended solids above natural conditions, and the quality of untreated drainage from the disturbed area meets the State and Federal water quality standard requirements applicable after the sedimentation ponds and treatment facilities are removed, if any, for receiving streams. Sedimentation ponds and other treatment facilities for discharges from underground workings shall be maintained until either the discharge continuously meets the effluent limitations without treatment or until the discharge has permanently ceased. In no case shall the sedimentation ponds and treatment facilities be removed sooner than 2 years after the last seeding within the affected contributing watershed. When the sedimentation pond is removed, the affected land shall be regraded and revegetated in accordance with 4.13, 4.14, and 4.15.1-4.15.4, unless the pond or other treatment facility has been approved by the Division for retention as compatible with the approved post mining land use in accordance with 4.16. If the Division approved retention, the sedimentation pond or other treatment facilities shall meet all the requirements for permanent impoundments of 4.05.9 and 4.05.17. 120(2)(j)
(3) The Division may grant exemptions from these requirements only in accordance with the following:
(a) The person who conducts the surface or underground mining activities demonstrates that sedimentation ponds and other treatment facilities are not necessary for the drainage to meet the effluent limitations of 4.05.2 and the applicable State and Federal water quality requirements for downstream receiving waters; and
(b)
(i) For drainage from areas affected by surface coal mining operations, an exemption may be authorized only if the disturbed surface drainage area within the total disturbed surface area is small and there is no mixture of surface drainage with a discharge from underground mine workings; or
(ii) For drainage from underground mine workings, an exemption may be authorized only if there is no mixture of that drainage with drainage from surface areas.
(4) For the purposes of 4.05.2, "disturbed area" shall not include those areas in which only diversion ditches, sedimentation ponds, other treatment facilities, or roads are installed in accordance with the performance standard requirements of this Rule and those areas in which the upstream area is not otherwise disturbed by the person who conducts the surface coal mining operations.
(5) Sedimentation ponds or other treatment facilities required by 4.05.2 shall be constructed in accordance with 4.05.6 in appropriate locations before beginning any surface or underground mining activities in the drainage area to be affected. 120(2)(j)(II)(B)
(6) Surface coal mining operations shall be conducted to meet the applicable State or Federal effluent limitations for all of the mixed drainage in cases where the sedimentation pond, series of sedimentation ponds or other treatment facilities is used so as to result in mixing of drainage from the disturbed areas with drainage from other areas not disturbed by current surface coal mining operations.
(7) Discharges of water from areas disturbed by surface coal mining and reclamation operations shall be made in compliance with the Colorado Water Quality Control Act, 25-8-101 to 703, C.R.S. as amended and regulations promulgated pursuant thereto, and with the effluent limitations for coal mining promulgated by the United States Environmental Protection Agency set forth in 40 CFR Part 434, (July 1, 1993). 40 CFR Part 434 is hereby incorporated by reference as it exists on the date of these regulations. This rule does not include later amendments to or editions of the incorporated material. Certified copies of the 40 CFR Part 434 Rules are available at cost upon request from the Division and are available for inspection at the Division's Denver Office. The Division Director can provide further information regarding how the incorporated material may be obtained or examined.
(8) Adequate facilities shall be installed, operated, and maintained for surface coal mining operations to treat any water discharged from the disturbed area or in the case of underground mining activity, discharged from the underground mine, so that it complies with all Federal and State laws and regulations and limitations of 4.05.2. If the pH of water to be discharged from the disturbed area or mine is less than 6.0, an automatic lime feeder or other automatic neutralization approved by the Division shall be installed, operated, and maintained. The Division may authorize the use of a manual system, if it finds that:
(a) Flow is infrequent and presents small and infrequent treatment requirements to meet applicable standards which do not require use of an automatic neutralization process; and
(b) Timely and consistent treatment is ensured.
4.05.3Diversions and Conveyance of Overland Flow and Shallow Ground Water Flow, and Ephemeral Streams Draining a Watershed Less Than One Square Mile
(l) Overland flow, including flow through litter, and shallow ground water flow from undisturbed areas, and flow in ephemeral streams draining a watershed less than one square mile above the diversion, may be diverted away from disturbed areas by means of temporary or permanent diversions, if required or approved by the Division as necessary to minimize erosion, to reduce the volume of water to be treated, and to prevent or remove water contact with acid-forming or toxic-forming materials. Diversions and collection drains that are used to transport water into water-treatment facilities and for all diversions of overland and shallow ground water flow and ephemeral streams draining a watershed of less than one square mile above the diversion must: 120(2)(j) 121(2)(i)
(a) Comply with the other requirements of this rule;
(b) Be approved by the Division after making the findings required by Rule 4.05.18;
(c) Be designed, located, constructed, maintained and used to comply with applicable local, State and Federal statutes and regulations;
(d) Be designed, located, constructed, maintained and used so as not to increase the potential for downstream flooding, or otherwise endanger property or public safety;
(e) Be designed, located, constructed, maintained and used to minimize adverse impacts to the hydrologic balance, and to be stable; and,
(f) Not be constructed or operated to divert water into underground mines without the approval of the Division in accordance with Rule 4.05.16.
(2) Temporary diversions shall be constructed to pass safely the peak runoff from a precipitation event with a 2-year, recurrence interval, or a larger event as specified by the Division for good cause shown.
(3) To protect fills and property and to avoid danger to public health and safety, permanent diversions shall be constructed to pass safely the peak runoff from a precipitation event with a 10-year, recurrent interval, or a larger event as specified by the Division for good cause shown. Permanent diversions shall be constructed with gently sloping banks that are stabilized by vegetation. Asphalt, concrete, or other similar linings shall be used only when approved by the Division to prevent seepage or to provide stability.
(4) Diversions shall be designed, constructed, and maintained in a manner which prevents additional contributions of suspended solids to streamflow and to runoff outside the permit area, to the extent possible using the best technology currently available. Appropriate sediment control measures for these diversions may include, but not be limited to, maintenance of appropriate gradients, channel lining, revegetation, roughness structures, and detention basins.
(5) When constructed, diversions shall be designed and located in a manner that minimizes the potential for landslides. No diversion shall be constructed on existing landslides, unless approved by the Division. 120(2)(u)
(6) When no longer needed, each temporary diversion shall be removed and the affected land regraded, top soiled and revegetated in accordance with 4.06, 4.14, and 4.15. Before diversions are removed, downstream treatment facilities previously protected by the diversion shall be modified or removed, as necessary, to prevent overtopping or failure of the facilities. Removal of any sedimentation pond will be accomplished in accordance with Rule 4.05.6 . If the temporary diversion were for an ephemeral stream, the channel shall be reestablished to functionally blend with the undisturbed drainage above and below the area to be reclaimed.
(7) Diversion design shall incorporate the following:
(a) Channel linings, including channel riprap, shall be designed using standard engineering practices to pass safely the design velocities.
(b) Freeboard shall be no less than 0.3 feet. Protection shall be provided for transition of flows and for critical areas such as swales and curves. Where the area protected is a critical area as determined by the Division, the design freeboard may be increased.
(c) Energy dissipators shall be installed when necessary at discharge points, where diversions intersect with natural streams and exit velocity of the diversion flow is greater than that of the receiving stream.
(d) Excess excavated material not necessary for diversion channel geometry or regrading of the channel shall be disposed of in a manner approved by the Division.
(e) Topsoil shall be handled in compliance with 4.06.
4.05.4Stream Channel Diversions (Relocation of Streams) and Stream Channel Reconstruction.
(1) Diversions of flow from ephemeral streams draining a watershed of at least one square mile above the diversion, intermittent, or perennial streams within the permit area must: 120(2)(j) 121(2)(i)
(a) Comply with the other requirements of this rule;
(b) Comply with the requirements of rules 4.05.3(1)(b) through (f).
(2) When streamflow is allowed to be diverted, the design and construction shall be certified by a qualified registered professional engineer as meeting all applicable performance standards and design criteria. The design, construction, and removal of stream channel diversions shall be in accordance with the following:
(a) The longitudinal profile of the stream, the channel, and the floodplain shall be designed and constructed to remain stable and to prevent, to the extent possible, using the best technology currently available, additional contributions of suspended solids to streamflow or to runoff outside the permit area. These contributions shall not be in excess of requirements of State or Federal law. Erosion control structures such as channel lining structures, retention basins, and artificial channel roughness structures shall be used in diversions only when approved by the Division as being necessary to control erosion. These structures shall be approved for permanent diversions only where they are stable and will require infrequent maintenance.
(b) The combination channel, bank, and floodplain configurations shall be adequate to pass safely the peak runoff of a l0-year, 24-hour precipitation event for temporary diversions, a l00-year, 24-hour precipitation event for permanent diversions, or larger event specified by the Division. However, the capacity of the channel itself shall be at least equal to the capacity of the unmodified hydraulic stream channel immediately upstream and downstream of the diversion.
(3) When no longer needed to achieve the purpose for which they were authorized, all temporary stream channel diversions shall be removed and the affected land regraded, top soiled, and revegetated, in accordance with 4.06, 4.14, and 4.15. At the time diversions are removed, downstream treatment facilities previously protected by the diversion shall be modified or removed to prevent overtopping or failure of the facilities. This requirement shall not relieve the person who conducts the surface or underground mining activities from maintenance of a water treatment facility otherwise required under this Rule.
(4) Permanent stream channel diversions may be constructed with the approval of the Division if such diversions are consistent with applicable state law, would not diminish downstream water rights and meet the requirements of 4.05.4. When permanent diversions are constructed or stream channels restored after temporary diversions, the drainage design shall emphasize channel and floodplain dimensions that approximate the pre mining configuration and that will blend with the undisturbed drainage above and below the area to be reclaimed. The average stream gradient shall be maintained with a stable longitudinal profile and the channel and floodplain shall be designed and constructed to the extent possible, using the best technology currently available to:
(a) Establish or restore the channel to approximate its natural meandering pattern with a geomorphically acceptable gradient as approved by the Division;
(b) Allow the drainage channel to remain in dynamic equilibrium with the drainage basin system without the use of artificial structural controls unless approved by the Division;
(c) Establish or restore the stream to include a diversity of aquatic habitats (generally a series of riffles and pools) where appropriate, that approximates the pre mining characteristics; and
(d) Restore, enhance where practicable, or maintain natural riparian vegetation on the banks of the stream in accordance with the requirements of 4.15.
4.05.5Sediment Control Measures.
(1) Appropriate sediment control measures shall be designed, constructed, and maintained using the best technology currently available to: 120(2)(j)(II) 121(2)(i)(II)
(a) Prevent, to the extent possible, additional contributions of sediment to streamflow or to runoff outside the permit area;
(b) Meet the applicable State or Federal effluent limitations; and
(c) Minimize erosion as necessary to provide protection for topsoil, vegetation, fish and wildlife, and the hydrologic balance.
(2) The sedimentation storage capacity of practices in and downstream from the disturbed area shall reflect the degree to which successful mining and reclamation techniques are applied to reduce erosion and control sediment. Sediment control measures consist of the utilization of proper mining and reclamation methods and sediment control practices, singly or in combination. Sediment control methods include but are not limited to:
(a) Disturbing the smallest practicable area at any one time during the mining operation through progressive backfilling, grading, and prompt revegetation as required in 4.15;
(b) Stabilizing the backfill material to promote a reduction in the rate and volume of runoff, in accordance with the requirements of 4.14;
(c) Retaining sediment within disturbed areas;
(d) Diverting runoff away from disturbed areas;
(e) Diverting runoff using protected channels or pipes through disturbed areas so as not to cause additional erosion;
(f) Using straw dikes, riprap, check dams, mulches, vegetative sediment filters, dugout ponds, and other measures that reduce overland flow velocity, reduce runoff volume, or trap sediment;
(g) Treating with chemicals, provided that such treatment does not adversely affect fish and wildlife and related environmental values; and
(h) Treating mine drainage in underground sumps.
4.05.6Sedimentation Ponds.
(1) General Requirements. Sedimentation ponds and other treatment facilities shall be used individually or in series and shall: 120(2)(j)(II) 121(2)(i)(II)
(a) Be constructed before any disturbance of the undisturbed area to be drained into the pond and prior to any discharge of water to surface waters from underground mine workings; and
(b) Be located as near as practicable to the disturbed area and out of perennial streams, unless approved by the Division.
(2) Sedimentation ponds and other treatment facilities shall be designed, constructed and maintained in compliance with 4.05.6 and 4.05.9.
(3) Sedimentation ponds and other treatment facilities shall be designed, constructed and maintained to:
(a) Provide adequate capacity to contain or treat the runoff or inflow entering the pond as a result of 10-year, 24-hour precipitation event, any additional storage resulting from the inflow from any underground mine, and the inflow from any water to be pumped from the pit into the sedimentation pond to effect compliance with 4.05.2(7). In determining the runoff volume, the characteristics of the mine site and reclamation procedures, and on-site sediment control practices shall be considered. Runoff diverted from the undisturbed drainage areas and not passed through the sedimentation pond, in accordance with 4.05.3 and 4.05.4, need not be considered in sedimentation pond design;
(b) Provide for an adequate sediment storage volume and periodic sediment removal to effect compliance with 4.05.2(7); and,
(c) Provide a non clogging dewatering device or conduit spillway to remove water storage resulting from inflow. The dewatering device shall not be located at a lower elevation than the maximum sediment storage volume. Dewatering shall be achieved in accordance with applicable State law.
(4) All sedimentation pond and other treatment facility spillway systems shall comply with the requirements of 4.05.9(2).
(5) All supporting calculations, documents and drawings used to establish the requirements of 4.05.6 and 4.05.9, shall be included in the permit application, and any revisions to the permit application.
(6) Any person who conducts surface or underground mining activities shall design, construct, and maintain sedimentation ponds to prevent short-circuiting to the extent possible.
(7) Sedimentation ponds or other treatment facilities shall not be removed until the disturbed area is reclaimed and it is demonstrated to the Division that the requirements of 4.05.2(2) are met. For sedimentation ponds or other treatment facilities proposed to remain as permanent structures, it must be demonstrated to the Division that the requirements of 4.05.9 are met.
4.05.7Discharge Structures.

Discharge from sedimentation ponds, other treatment facilities, permanent and temporary impoundments, coal processing waste dams and embankments, and diversions shall be controlled by energy dissipators, riprap channels and other means or devices, where necessary, to reduce erosion, to prevent deepening or enlargement of stream channels, and to minimize disturbance of the hydrologic balance. Discharge structures shall be designed according to standard engineering design procedures. 120(2)(d) 120(2)(j)(V) 121(2)(i)(II)

4.05.8 Acid-forming and Toxic-forming Spoil.

Drainage from acid-forming and toxic-forming spoil or underground development waste into ground or surface water shall be avoided by: 120(2)(j)(I) 1121(2)(i)(I)

(1) Identifying, burying, and treating, where necessary, spoil and waste which may be detrimental to vegetation, public health or safety or may adversely affect water quality if not treated or buried.
(2) Preventing water coming into contact with acid-forming and toxic-forming underground development waste or spoil in accordance with 4.14.3 and other measures as required by the Division where such contact may adversely impact aquifers or surface water; and
(3) Burying or otherwise treating all acid-forming or toxic-forming spoil or underground development waste within 30 days after it is first exposed on the mine site, or within a lesser period required by the Division. Temporary storage of the spoil or waste may be approved by the Division upon finding that burial or treatment within 30 days is not feasible and will not result in any material risk of water pollution or other environmental damage. Storage shall be limited to the period until burial or treatment first becomes feasible. Acid-forming or toxic-forming spoil or underground development waste to be stored shall be protected from erosion, shall minimize impacts to surface water and, when deemed necessary by the Division, shall be placed on impermeable material. 120(2)(n) 121(2)(d)
4.05.9 Impoundments
(1) The design, construction and maintenance of all impoundments, including sedimentation ponds, or other treatment facilities shall be in compliance with 4.05.9. Compliance with 4.05.9 shall not relieve the person from compliance with all applicable Federal and State water quality standards.
(2) All impoundment spillway systems shall provide for either a combination of principal and emergency spillways, or a single spillway configured as required by 4.05.9(2)(a), designed to safely pass the applicable design precipitation event specified in 4.05.9(2)(c), plus inflow from any underground mine water or water pumped from the pit. Appropriate barriers shall be provided to control piping along conduits that extend through the embankment, unless otherwise approved by the Division. Emergency spillway grades and allowable velocities shall be approved by the Division. Impoundment spillways shall meet the following requirements, as applicable.
(a) Impoundments may be designed to provide for a single open-channel spillway, in lieu of a combination of principal and emergency spillways, if the spillway:
(i) Is of non-erodible construction and designed to carry sustained flows; or,
(ii) Is earth-lined or grass-lined and designed to carry short-term infrequent flows at non-erosive velocities where sustained flows are not expected.
(b) If the impoundment is designed and constructed with a combination of a principal and emergency spillways, there shall be no out-flow through the emergency spillway during the passage of runoff resulting from the 10-year 24-hour precipitation event, regardless of the volume of water and sediment directed to the impoundment from any underground workings or surface pit.
(c) Except as specified in 4.05.9(2)(d), 4.05.9(2)(e)(i), and 4.05.9(2)(e)(ii) the applicable design precipitation event used to size impoundment spillway systems shall be:
(i) The 100-year, 24-hour precipitation event, or a larger event specified by the division, for good cause shown, for ponds which meet the size or other criteria of 4.05.9(4); or,
(ii) the 25-year, 24-hour precipitation event, or a larger event specified by the Division, for good cause shown, for ponds not meeting the size or other criteria of 4.05.9(4).
(d) Impoundments meeting the Class B or Class C criteria for dams in the U.S. Department of Agriculture, Natural Resources Conservation Service Technical Release No. 60 (210-VI-TR60, October, 1985), "Earth Dams and Reservoirs" (TR60), shall comply with the "Minimum Emergency Spillway Hydrologic Criteria" table in TR60, or greater event as specified by the Division. TR60 is hereby incorporated by reference, and can be viewed and copies can be obtained at the Division as set forth in Rule 1.01(9).
(e) The Division may approve a temporary impoundment that relies primarily on storage to control the runoff from the design event specified in 4.05.9(2)(c), when it is demonstrated by the operator and certified by a qualified registered professional engineer, that the temporary impoundment will safely control the design precipitation event, the water from which shall be safely removed in accordance with current, prudent, engineering practices. Such an impoundment shall be located where failure would not be expected to cause loss of life or serious property damage, except where:
(i) In the case of a temporary impoundment that meets the size or other criteria of 4.05.9(4), or meets the Class B or Class C criteria for dams in U.S. Department of Agriculture, Natural Resources Conservation Service Technical Release No. 60 (210-VI-TR60, October, 1985), "Earth Dams and Reservoirs" (TR60), it is designed to control the probable maximum precipitation of a 24-hour event, or greater event specified by the Division, for good cause shown. TR60 is hereby incorporated by reference, and can be viewed and copies can be obtained at the Division as set forth in Rule 1.01(9); or,
(ii) In the case of a temporary impoundment that does not meet the size or other criteria of 4.05.9(4), it is designed to control the 100-year 24-hour event, or greater event specified by the Division, for good cause shown.
(3) Impoundments with a capacity in excess of 100 acre-feet, or having a dam or embankment in excess of 10 feet in vertical height, from the bottom of the channel to the bottom of the spillway, or having a surface area at high waterline in excess of 20 acres shall also be designed and constructed in accordance with C.R.S. 37-87-105. C.R.S. 37-87-105 is hereby incorporated by reference, and can be viewed and copies can be obtained at the Division as set forth in Rule 1.01(9).
(4) Where an impoundment meets the size or other criteria of 30 CFR 77.216(a) (has an embankment that is greater than 20 feet in height, as measured from the upstream toe of the embankment to the crest of the emergency spillway; or has an embankment that is greater than 5 feet and has a storage volume of 20 acre feet or more; or any impounding structures determined by the District Manager of MSHA to present a hazard to coal miners), then the permittee shall meet the criteria of 30 CFR 77.216(a). 30 CFR 77.216(a) is hereby incorporated by reference, and can be viewed and copies can be obtained at the Division as set forth in Rule 1.01(9).
(5) Any person who impounds water for a beneficial use for or during surface coal mining and reclamation operations shall meet all applicable State laws.
(6) All impoundment embankments, foundations and abutments shall be stable during all phases of construction and operation and shall be designed based on accurate information on the foundation conditions. For impoundments meeting the size or other criteria of 30 CFR 77.216(a), or meeting the Class B or Class C criteria for dams in U.S. Department of Agriculture, Natural Resources Conservation Service Technical Release No. 60 (210-VI-TR60), October 1985, "Earth Dams and Reservoirs" (TR-60), or having embankments in excess of 10 feet in vertical height measured from the bottom of the channel to the bottom of the spillway at the centerline of the dam, or a surface area of 20 acres, a foundation investigation, and any necessary laboratory testing of foundation material, shall be performed to determine the design requirements for foundation stability. 30 CFR 77.216(a) and TR60 are hereby incorporated by reference, and can be viewed and copies can be obtained at the Division as set forth in Rule 1.01(9).
(7) The following requirements shall apply for all impoundment embankments:
(a) All vegetative and organic materials shall be removed and foundations excavated and prepared to resist failure. All foundation base areas shall be sloped no steeper than 1H:1V, and the entire foundation base shall be scarified. Cutoff trenches shall be installed if necessary to ensure stability.
(b) Any fill material shall be free of sod, large roots, other large vegetation matter, and frozen soil, and in no case shall coal-processing waste be used in embankment construction.
(c) The placing and spreading of any fill material shall be started at the lowest point of the foundation. The fill shall be brought up in horizontal layers of such thickness as is required to facilitate compaction. Compaction shall be conducted as specified in the design approved by the Division.
(d) The minimum elevation of the top of the settled embankment shall be 1.0 foot above the water surface in the pond with the emergency spillway flowing at design depth. For embankments subject to settlement, this 1.0 foot minimum elevation requirement shall apply at all times, including the period after settlement.
(e) The combined upstream and downstream side slopes of the settled embankment shall not be steeper than 5h:1v, with neither slope steeper than 2h:1v. Slopes shall be designed to be stable in all cases, even if flatter side slopes are required. The combined side slopes may be steeper than 5H:1V if the applicant demonstrates, through appropriate analysis, that the embankment is stable.
(8)
(a) Any impoundment meeting the size or other criteria of 30 CFR 77.216(a), or meeting the Class B or Class C criteria for dams in U.S. Department of Agriculture, Natural Resources Conservation Service Technical Release No. 60 (210-VI-TR60, October, 1985), "Earth Dams and Reservoirs" (TR60), or located where failure would be expected to cause loss of life or serious property damage shall have a minimum safety factor of 1.5 for a normal pool with steady state seepage saturation conditions, and a seismic safety factor of at least 1.2, or a higher safety factor as designated by the Division to ensure stability. 30 CFR 77.216(a) and TR60 are hereby incorporated by reference, and can be viewed and copies can be obtained at the Division as set forth in Rule 1.01(9).
(b) Any impoundment not meeting the size or other criteria of 30 CFR 77.216(a), and located where failure would not be expected to cause loss of life or serious property damage, shall have a minimum static safety factor of 1.3 for a normal pool with steady state seepage saturation conditions. 30 CFR 77.216(a) is hereby incorporated by reference, and can be viewed and copies can be obtained at the Division as set forth in Rule 1.01(9).
(9) Faces of all embankments and the surrounding areas shall be vegetated or stabilized by other means to protect against erosion. Where water will be impounded, the upstream face of the embankment shall be riprapped or otherwise stabilized, in accordance with accepted design practices if necessary to protect against erosion from water or wind action, or sudden drawdown. If the chosen stabilization method is vegetation, seeding will occur in accordance with the approved seeding plan.
(10) All impoundments shall be designed, constructed, and maintained with adequate freeboard to prevent overtopping by waves or by sudden increases in volume. Impoundments meeting the Class B or Class C criteria for dams in U.S. Department of Agriculture, Natural Resources Conservation Service Technical Release No. 60 (210-VI-TR60, October, 1985), "Earth Dams and Reservoirs" (TR60), shall comply with the freeboard hydrograph criteria in the "Minimum Emergency Spillway Hydrologic Criteria" in TR60. TR60 is hereby incorporated by reference, and can be viewed and copies can be obtained at the Division as set forth in Rule 1.01(9).
(11) All dams and embankments shall be routinely maintained during the mining operations. Vegetation growth shall be cut where necessary to facilitate inspection and repairs. Ditches and spillways shall be cleaned. Any combustible material present on the surface, other than material such as mulch or dry vegetation used for surface stability, shall be removed and all other appropriate maintenance procedures followed.
(12) The vertical portion of any remaining highwall shall be located far enough below the low-water line, along the full extent of the highwall, to provide adequate safety and access for the proposed water users.
(13) Permanent Impoundments.

Permanent impoundments for beneficial use of stored water may only be authorized in accordance with applicable State law and upon the basis of the following demonstration: 120(2)(n)

(a) The quality of the impounded water shall be suitable on a permanent basis for its intended use, shall meet applicable state and federal water quality standards and discharge of water from the impoundment shall meet applicable State and Federal effluent limitations and shall not degrade the quality of receiving water below applicable stream standards; 120(2)(h)(III)
(b) The level of water shall be sufficiently stable, and the configuration of the pond shall be adequate, to support the intended use; 120(2)(h)(IV)
(c) Adequate safety and access to impounded water shall be provided for proposed water users; 120(2)(h)(V)
(d) Water impoundments shall not result in the diminution of the quality or quantity of water available to water right holders for agricultural, industrial, recreational, or domestic uses except in accordance with applicable state law; 120(2)(h)(VI)
(e) The size of the impoundment shall be adequate for its intended purposes; 120(2)(h)(I)
(f) The impoundment shall be suitable for the approved post-mining land use.
(14) All impoundments shall be inspected by a qualified registered professional engineer or other qualified professional specialist under the direction of a professional engineer. The professional engineer or specialist shall be experienced in the construction of impoundments.
(a) Such inspections shall be made regularly during construction, upon completion of construction, and at least yearly until removal of the structure or release of the performance bond.
(b) The qualified registered professional engineer shall, promptly after each inspection required by 4.05.9(14), provide to the Division, a certified report that the impoundment has been constructed and/or maintained as designed, and in accordance with the approved plan and the applicable regulations.
(c) A copy of each certified report shall also be retained at or near the mine site.
(15) Certified inspection reports required by 4.05.9(14) for all impoundments shall include discussion of:
(a) Any appearance of erosion, instability, structural weakness or other hazardous conditions;
(b) Existing and required monitoring procedures and instrumentation;
(c) The depth and elevation of any impounded waters at the time of the certified report;
(d) Existing storage capacity of the impoundment; and
(e) Any other aspects of the structure affecting stability, or requiring maintenance.
(16) Plans for an enlargement, reduction in size, reconstruction, or other modification of dams or impoundments shall be submitted to the Division and shall comply with the requirements of 4.05.9. Except where a modification is required to eliminate an emergency condition constituting a hazard to public health, safety or environment, the Division shall approve the plans before modification begins.
(17) All impoundments shall be examined at least quarterly, by a qualified person designated by the operator, for appearance of structural weakness and other hazardous conditions. The reports shall be retained at or near the mine site, and a copy of the report shall be submitted to the Division on a quarterly basis, or other approved submittal frequency.
(18) The Division may waive the requirements of 4.05.9 for certain impoundments if the permittee adequately demonstrates, in writing, that failure of the impoundment(s) will not create a threat to public health and safety or threaten significant environmental harm. The following provisions apply to the review and approval of any waiver from the requirements of Rule 4.05.9(17).
(a) The waiver must be approved by the Division, and may only be applied to impoundments which are not the primary sediment control structure for a particular area; are constructed in reclaimed areas of the mine to enhance the approved post mining land use; which are completely incised, or which have a storage capacity no greater than two-acre feet and an embankment no greater than five feet in height, as measured vertically from the upstream toe of the embankment to the bottom of the spillway.
(b) The written safety demonstration must be submitted by a professional engineer, as part of the permit application.
(c) If a waiver is approved, then the waiver shall include a provision that the yearly inspection referenced in 4.05.9(14), may be conducted by a qualified person other than, and not under the direction of, a professional engineer.
(d) Prior to approving a waiver, the Division must conduct a field inspection to verify the adequacy of the safety demonstration.
(e) The Division shall also periodically inspect the impoundment(s) for which any waiver is approved, and areas downstream from the impoundment(s), to verify that the safety demonstration remains adequate. The Division may terminate an approved waiver, for good cause, if the condition of the impoundment(s), or conditions downstream from the impoundment(s), is such that failure of the impoundment(s) will create a threat to public health and safety or threaten significant environmental harm.
(19) If any examination or inspection indicates that a potential hazard exists, the person who examined or inspected the impoundment shall promptly inform the Division of the finding and of the emergency procedures formulated for public protection and remedial action. If adequate procedures cannot be formulated or implemented, the Division shall be notified immediately. The Division shall then notify the appropriate agencies that other emergency procedures are required to protect the public.
(20) For an impoundment with a capacity in excess of 100-acre feet, or with a dam or embankment in excess of 10 feet in vertical height, from the bottom of the channel to the bottom of the spillway, or with a surface area at high waterline in excess of 20 acres, examination shall also be in accordance with the applicable requirements of the State Engineer. The operator shall promptly submit to the Division, proof of compliance with this requirement.
(21) For an impoundment meeting the size or the other criteria of 4.05.9(4), or meeting the Class B or Class C criteria for dams in U.S. Department of Agriculture, Natural Resources Conservation Service Technical Release No. 60 (210-VI-TR60, October, 1985), "Earth Dams and Reservoirs" (TR60), the examination shall also be in accordance with 30 CFR 77.216-3. The examination report shall be maintained at or near the mine site. TR60 and 30 CFR 77.216-3 are hereby incorporated by reference, and can be viewed and copies can be obtained at the Division as set forth in Rule 1.01(9).
4.05.10Underground Mine Entry and Access Discharges.
(1) Surface entries and accesses to underground workings, including adits and slopes, shall be located, designed, constructed, and utilized to prevent or control gravity discharge of water from the mine. 121(2)(l)
(2) Gravity discharge of water from an underground mine, other than drift mine subject to 4.05.10, may be allowed by the Division, if it is demonstrated that:
(a)
(i) The discharge, without treatment, satisfies the water effluent limitations of 4.05.2 and all applicable State and Federal water quality standards; and
(ii) That discharge will result in changes in the prevailing hydrologic balance that are minimal and approved post-mining land uses will not be adversely affected; or
(b)
(i) The discharge is conveyed to a treatment facility in the permit area in accordance with 4.05.2(1);
(ii) All water from the underground mine discharged from the treatment facility meets the effluent limitations of 4.05.2 and all other applicable State and Federal statutes and regulations; and
(iii) Consistent maintenance of the treatment facility will occur throughout the anticipated period of gravity discharge.
(3) Notwithstanding anything to the contrary in 4.05.10(1) and (2), for a drift mine first used after the implementation of local, State, or Federal lands program and located in acid-producing or iron-producing coal seams, surface entries and accesses shall be located in such a manner as to prevent any gravity discharge from the mine.
4.05.11Ground Water Protection.
(1) Backfilled materials shall be placed so as to minimize contamination of groundwater systems with acid, toxic, or otherwise harmful mine drainage, to minimize adverse effects of mining on ground water systems outside the permit area, and to support approved post mining land uses. 120(2)(c) 120(2)(j)
(2) Pits, cuts, and other mine excavation or disturbances shall be located, designed, constructed, and utilized to control the effect of mine drainage, in such a manner as to prevent or control discharge of acid, toxic, or otherwise harmful mine drainage waters into ground water systems and to prevent adverse impacts on such ground water systems or on approved post mining land uses.
4.05.12Protection of Ground Water Recharge Capacity.

Surface coal mining operations shall be conducted in a manner that facilitates reclamation which will restore approximate pre mining recharge capacity, through restoration of the capability of the reclaimed areas as a whole, excluding coal processing waste and underground development waste disposal areas and fills, to transmit water to the ground water system. The recharge capacity shall be restored to a condition which: 120(2)(j)(IV)

(1) Supports the approved post mining land use;
(2) Minimizes disturbances to the prevailing hydrologic balance in the permit area and in adjacent areas; and
(3) Provides a rate of recharge that approximates the pre mining recharge rate.
4.05.13Surface and Ground Water Monitoring
(1) Ground Water.
(a) Ground water levels, infiltration rates, subsurface flow and storage characteristics, and the quality of ground water shall be monitored in a manner approved by the Division, including, but not limited to, specific points of compliance after consultation with the Division of Water Resources, to determine:
(i) The effects of surface or underground mining activities on the quantity and quality of water in ground water systems in the permit area and adjacent areas;
(ii) The effect of surface mining activities on the recharge capacity of reclaimed lands; and
(iii) Compliance with applicable ground water standards at established points of compliance.
(b) One or more points of compliance shall be established for any coal operation which, in the judgment of the Division, has the potential to negatively impact the quality of groundwater for which quality standards have been established by the Water Quality Control Commission. These points of compliance shall be monitoring locations in addition to any other monitoring points required by the Division.
(i) The criteria for establishing points of compliance for a specific coal operation are:
(A) Points of compliance shall be established for all potentially impacted groundwater for which quality standards have been established by the Water Quality Control Commission.
(B) The points of compliance shall be located down hydraulic gradient from the affected area, and shall be located within the area permitted for the operation, or other appropriate location as agreed by the Division and the permittee.
(C) The points of compliance shall be located where acceptable modeling or analyses indicate that water quality monitoring of the aquifer is feasible and such monitoring may be reasonably expected to detect evidence of any subsequent violation of applicable ground water standards by the operation.
(ii) Considerations in establishing points of compliance shall also include, but not necessarily be limited to, protection of human health and the environment, potential for vertical migration of contamination, the number, quantity and nature of the contaminants present, technological feasibility, economic reasonableness, up gradient levels of contamination, geohydrological data and features, and other environmental data or relevant information as determined by the Division.
(iii) When feasible, additional monitoring points shall be located between the affected area and the point of compliance to allow for timely detection and remediation of contaminant levels which may result in exceedances at the point of compliance. Monitoring points established under 4.05.13(1)(c) may be utilized for this purpose, when appropriate.
(c) When surface or underground mining activities may effect ground water systems on or off the permit area, ground water levels and ground water quality shall be periodically monitored. Monitoring shall include measurements from a sufficient number of wells or other ground water sources as approved by the Division and mineralogical and chemical analyses of aquifer, overburden, and spoil that are adequate to reflect changes in ground water quantity and quality resulting from those activities. Monitoring shall be adequate to plan for modification of surface or underground mining activities, if necessary to minimize disturbance of the prevailing hydrologic balance.
(i) The person who conducts surface or underground coal mining activities shall promptly notify the Division of analytical results of a ground water sample analysis which indicates an exceedance of a permit condition or applicable standard has occurred. These analytical results shall be forwarded to the Division concurrently with a written notification.
(ii) When exceedances from applicable ground water standards occur, the person who conducts surface or underground coal mining activities must take appropriate mitigative measures as required in section 2.05.6(3)(b)(i) and (ii).
(iii) The person who conducts surface or underground coal mining activities shall immediately notify any person whose health and safety is in imminent danger as a result of the exceedance.
(d) As specified and approved by the Division, the person who conducts surface or underground mining activities shall conduct additional hydrologic tests, including drilling, infiltration tests and aquifer tests and shall submit the results to the Division to demonstrate compliance with 4.05.11-4.05.13.
(e) All piezometers, observation wells, monitoring wells and other observation points used to fulfill the requirements of 2.04, 2.05 and 4.05, shall be drilled, cased and completed in a manner designed to achieve the isolation of the aquifer of interest, the integrity of the well or piezometer, and the accuracy of all monitoring data collected.
(i) All equipment, including wells, piezometers, structures, instruments and other devices used to measure, observe and sample the quality and elevation of ground water in accordance with the approved monitoring plan, shall be properly maintained and operated so that the data collected accurately represents the aquifer or stratum being observed.
(ii) All ground water monitoring equipment, structures and devices shall be removed in accordance with 4.07, when no longer required.
(2) Surface Water
(a) Surface water monitoring shall be conducted in accordance with the monitoring program submitted under 2.05.6(3)(b)(iv) and approved by the Division. The Division in consultation with the Division of Water Resources, shall determine the nature of data, frequency of collection, and reporting requirements. Monitoring shall: 122(2)
(i) Be adequate to measure accurately and record water quantity and quality of the discharges from the permit area;
(ii) Result in the person who conducts the surface or underground mining activities notifying the Division within 5 days after analytical results of the sample collections indicate that noncompliance with a permit condition or applicable standard has occurred. Where a National Pollutant Discharge Elimination System (NPDES) permit effluent limitation noncompliance has occurred, the person who conducts surface or underground mining activities shall forward the analytic results concurrently with the written notice of noncompliance; and
(iii) Result in reports to the Division, to include analytical results from each sample taken during the quarter. Any sample results which indicate a permit violation will be reported immediately to the Division. In those cases where the discharge for which water monitoring reports are required is also subject to regulation by a NPDES permit issued under the Clean Water Act of 1977(30 U.S.C Sec. 1251-1378) and where such permit includes provisions for equivalent reporting requirements and requires filing of the water monitoring reports within 90 days or less of sample collection, the following alternative procedure shall be used. The person who conducts the surface or underground mining activities shall submit to the Division on the same time schedule as required by the NPDES permit or within 90 days following sample collection, whichever is earlier, either:
(A) A copy of the completed reporting form filed to meet NPDES permit requirements; or
(B) A letter identifying the State or Federal government official with whom the reporting form was filed to meet NPDES permit requirements and the date of filing.
(3) Monitoring Liability Period
(a) Equipment, structures, and other devices necessary to measure and sample accurately the quality and quantity of surface and ground water shall be properly installed, maintained, and operated and shall be removed when no longer required.
(b) After disturbed areas have been regraded and stabilized according to this rule, and after cessation of use of underground mine workings, the person who conducts surface or underground mining activities shall continue to monitor surface water and ground water quality and quantity in accordance with the approved plan. Data from this monitoring may be used to demonstrate that these qualities and quantities of runoff without treatment are consistent with the requirements of 4.05; that the operation has minimized disturbance to the hydrologic balance in the permit and adjacent areas; that the operation has prevented material damage to the hydrologic balance outside the permit area; and that the water rights of other users have been protected or replaced. Based on this demonstration, the operator may request reduction or deletion of the monitoring program or control system.
(4) Monitoring Report Requirements
(a) The data collected, including analytical results, shall be tabulated on a site by site basis and kept on file at the mine office for inspection by the Division. These data shall be submitted to the Division as required in 4.05.13(4)(c).
(b) Ground water and surface water data collection shall be based upon a water year (October 1 through September 30), unless otherwise approved by the Division.
(c) A hydrologic report shall be submitted to the Division annually with the date of submittal determined in consultation with the permittee. The annual hydrologic report shall contain at a minimum:
(i) Water quantity data obtained from each monitoring site during the water year;
(ii) Water quality data obtained from each monitoring site during the water year; and
(iii) If required by the Division, a written interpretation of the data and identification of mining related impacts to the hydrologic balance.
4.05.14Transfer of Wells.

An exploratory or monitoring well may only be transferred by the person who conducts surface or underground mining activities for further use as a water well in accordance with the following requirements:

(1) A well permit must be obtained from the State Engineer in accordance with C.R.S. 37-90-138, 37-90-137 or 37-92-602 prior to any beneficial use of water from the transferred well.
(2) Subsequently, the operator and the surface owner of the lands where the well is to be located shall jointly submit a written request for approval of transfer to the Division.
(3) Upon an approved transfer of a well by the State Engineer and the Division in accordance with 4.05.14(1) and (2) above, the transferee shall:
(a) Assume primary liability for damages to persons or property from the well in compliance with 4.05.15;
(b) Plug the well when necessary, but in no case later than abandonment of the well; and
(c) Assume primary responsibility for compliance with 4.07.1, 4.07.2 and 4.07.3 with respect to the well.
(4) Upon an approved transfer of a well, the transferor shall be secondarily liable for the transferee's obligations under 4.05.14(2) above until release of the bond.
4.05.15Water Rights and Replacement
(1) Any person who conducts surface or underground mining activities shall replace the water supply of any owner of a vested water right which is proximately injured as a result of the mining activities in a manner consistent with applicable State law, and as described in Rule 2.04.7(3).
(2) Any person who conducts surface or underground coal mining activities shall promptly replace, as defined in Rule 1.04 (110.1), any drinking, domestic, or residential water supply, as defined in Rule 1.04 (39.1), that is contaminated, diminished, or interrupted by mining activities. The baseline information required by Rules 2.04.5, 2.04.6, and 2.04.7, and the information required by Rule 2.05.6 Shall be used to determine the impact of mining activities upon the water supply. Nothing in this rule shall be construed to prohibit or interrupt underground coal mining operations.
4.05.16Discharge of Water into an Underground Mine.

Water from the surface or from an underground mine shall not be diverted or otherwise discharged into underground mine workings, unless the person who conducts the surface or underground mining activities demonstrates to the Division that such diversion or discharges will:

(1) Abate water pollution or otherwise eliminate public hazards resulting from surface or underground mining activities; and 120(2)(1)
(2) Be discharged as a controlled and identifiable flow, meeting the effluent limitations of 4.05.2 for pH and total suspended solids, except that the pH and total suspended solid limitations may be exceeded, if approved by the Division, when such flow consists of:
(a) Coal processing waste;
(b) Fly ash from a coal-fired facility;
(c) Sludge from an acid mine drainage treatment facility;
(d) Flue gas desulfurization sludge;
(e) Inert materials used for stabilizing underground mines; or
(f) Underground mine development wastes.
(3) In the case of underground mining activities, continue as a controlled and identifiable flow and is ultimately treated by an existing treatment facility;
(4) In any event, the discharge from an underground mine to surface waters will not cause, result in or contribute to a violation of applicable water quality standards or effluent limitations;
(5) Minimize disturbance to the hydrologic balance, prevent material damage outside the permit area, and does not injure vested water rights; and
(6) Meets with the approval of the Mine Safety and Health Administration.
4 .05.17post mining and Rehabilitation of Sedimentation Ponds, Diversions, Impoundments, and Treatment Facilities.

Before abandoning the permit area, the person who conducts the surface or underground mining activities shall renovate all permanent sedimentation ponds, diversions, impoundments, and treatment facilities to meet criteria specified in the detailed design plan for the permanent structures and impoundments. 120(2)(j)(III)

4.05.18Stream Buffer Zones.
(1) No land within 100 feet, or greater distance if required by the Division, of a perennial stream, an intermittent stream, or an ephemeral stream with a drainage area greater than one square mile, shall be disturbed by surface and underground coal mining operations unless the Division specifically authorizes surface or underground mining operations closer to, or through such a stream upon finding: 120(2)(j) 120(2)(x)
(a) That surface coal mining operations will not cause or contribute to the violation of applicable water quality standards;
(b) That during and after mining, the water quantity and quality, and other environmental resources of the stream shall not be adversely affected; and
(c) If there will be a temporary or permanent stream-channel diversion, the diversion will comply with 4.05.3 and 4.05.4.
(2) The area not to be disturbed shall be designated a stream buffer zone and marked as specified in 4.02.
4.06TOPSOIL
4.06.1General Requirements.
(1) Before disturbance of areas affected by surface coal mining operations, topsoil and subsoils to be saved under 4.06.2 shall be separately removed and segregated from other material. 120(2)(e) 121(2)(j)
(2) After removal, topsoil shall be immediately redistributed in accordance with 4.06.4, or stockpiled pending redistribution in accordance with 4.06.3.
4.06.2Removal.
(1) Timing. Topsoil shall be removed from areas to be affected by surface coal mining operations after vegetation cover that would interfere with the use of the topsoil is cleared but before any drilling, blasting, mining, or any other surface disturbance. Vegetation cover shall be cleared only from areas to be affected, to the extent necessary to minimize the removal of topsoil along with large vegetation material. Vegetation cover may not be required to be cleared upon demonstration to and approval by the Division that such vegetation cover is necessary or desirable to ensure soil productivity consistent with the post mining land use.
(2)
(a) Materials to be removed. Topsoil, as determined in 4.06.2.(2)(b), shall be removed in a separate layer from the areas to be disturbed, unless the use of substitute or supplemental materials is approved by the Division in accordance with 4.06.2(4). A variance from topsoil removal may be granted by the Division for good cause shown. Areas which may qualify for a variance are:
(i) Areas where light traffic does not destroy existing vegetation or cause erosion; or
(ii) areas where removal would result in needless damage to soil characteristics; or
(iii) areas of construction of small structures such as power poles, signs or fence lines.
(b) For the purposes of these regulations, topsoil is defined as soil horizons on the surface prior to mining that will support plant life. The depth of topsoil to be salvaged shall be determined from the site specific soils information required in 2.04.9 as approved by the Division.
(3) Subsoil Segregation. The B horizon and portions of the C horizon, or other underlying layers demonstrated to have qualities for comparable root development shall be segregated and replaced as subsoil, only if the Division determines that such material is necessary to ensure soil productivity consistent with the approved post mining land use.
(4)
(a) Selected overburden materials may be substituted for, or used as a supplement to topsoil, if the Division determines that the resulting soil medium is equal to or more suitable for sustaining the vegetation than is the available topsoil and the resulting soil medium is the best available in the permit area to support revegetation. This determination shall be based on:
(i) The results of chemical and physical analyses of overburden and topsoil. These analyses shall include thickness of soil horizons, total depth, texture, percent coarse fragments, areal extent of the different soils and materials, determinations of pH, net acidity or alkalinity, phosphorus, potassium, texture class, electrical conductivity, sodium absorption ratio, and other analyses as required by the Division. The Division may also require that results of field site trials or greenhouse tests be used to demonstrate the feasibility of using these overburden materials.
(ii) The trials and tests shall be conducted using standard procedures approved by the Division.
(b) Substitute or supplement material shall be removed, segregated, and replaced in compliance with the requirements of 4.06.
(5) To the extent practicable, the surface soil layer shall be removed at a time when the physical and chemical properties of topsoil can be protected and erosion can be minimized; and
(6) Such measures shall be taken as the Division may approve or require to control erosion of topsoil.
4.06.3Storage.
(1) Topsoil and other materials approved for use under 4.06.2 shall be stockpiled only if it is impractical to promptly redistribute such material on regraded areas. 120(2)(e)
(2) Stockpiled materials shall be selectively placed on a stable surface area within the permit area, where they will not be disturbed by mining operations and will be protected from wind and water erosion, unnecessary compaction, and contamination which would lessen the capability of the material to support vegetation when redistributed in accordance with 4.06.4.
(a) Protection measures shall be accomplished by:
(i) An effective cover of non-noxious, quick-growing annual and perennial plants, seeded or planted during the first appropriate growing season after removal for favorable planting conditions; or
(ii) Other methods demonstrated to and approved by the Division to provide equal protection.
(b) Stockpiled topsoil and other materials shall not be moved until required for redistribution on a regraded area unless approved by the Division.
4.06.4Redistribution
(1) Where necessary to eliminate slippage surfaces, relieve compaction and to provide for root penetration, regraded land shall be loosened by mechanical means to a sufficient depth or otherwise treated as approved by the Division.
(2) Topsoil and other materials shall be redistributed in a manner that:
(a) Achieves an approximately uniform, stable thickness when consistent with the approved post mining land uses, contours, and surface water drainage systems. Soil thickness may also be varied to the extent such variations help meet the specific revegetation goals identified in the permit application. Permit applications shall describe a range in replacement thickness for defined areas of the reclaimed landscape, based on the pertinent land use, topography, drainage system, and revegetation factors and objectives;
(b) Prevents excess compaction and contamination of topsoil and spoil or subsoil;
(c) Minimizes deterioration of the biological, chemical, and physical properties of the topsoil; and
(d) Protects the topsoil from wind and water erosion during redistribution and before and after it is seeded and planted.
(3) Final surface or seedbed preparation of topsoil shall be done along the contour to minimize subsequent erosion and instability. If such preparation of topsoil along the contour is hazardous to equipment operators, then preparation in a direction other than parallel to the contour may be used.
4.06.5Reconditioning.

Nutrients or other soil amendments shall be applied to the redistributed topsoil if shown to be required by soil tests based upon known plant nutrient requirements and such application supports the approved post mining land use and meets the revegetation requirements of 4.15. Rates of application shall be determined by soil tests of the topsoil prior to seeding. All soil tests shall be performed by a qualified laboratory using standard soil test procedures approved by the Division. 120(2)(f)

4.07SEALING OF DRILLED HOLES AND UNDERGROUND OPENINGS
4.07.1General Requirements.
(1) Each exploration hole, other drill or borehole, well, or other exposed underground opening except those used solely for surface blasting shall be plugged, sealed, or otherwise managed, as approved by the Division to: 120(2)(j)(I)(C) 121(2)(b) 121(2)(i)(I)(C)
(a) Prevent acid or other toxic drainage from entering ground or surface waters;
(b) Minimize disturbance to the prevailing hydrologic balance; and
(c) Ensure the safety of people, livestock, fish and wildlife, and machinery in the permit and adjacent areas.
(2) Each exploration hole, other drill hole or borehole, well or other underground opening that is uncovered or exposed during the mining operations within the permit area shall be managed in accordance with 4.07.3 as applicable, unless approved for water monitoring in accordance with 4.05.13, or otherwise managed in a manner approved by the Division. 121(2)(c)
(3) Development holes drilled within the permit area immediately in advance of the active operation for the purpose of further delineating the economic limits of the coal need not be immediately plugged provided that such holes will be mined through in the normal course of the approved operation. Such holes shall be managed in a manner approved by the Division giving consideration to the geologic, hydrologic and other appropriate characteristics of the site.
4.07.2Temporary Sealing.

Each exploration hole, other drill or borehole, well, or other underground opening which is temporarily inactive, but has further intended useful service or will be mined through under the approved permit applications, shall be temporarily sealed before use and protected during use by barricades, fences, or other protective devices approved by the Division. These devices shall be periodically inspected and maintained in good operating conditions by the person conducting the surface coal mining operations. Boreholes or other underground openings extending deeper than the stratigraphic section mined through will be sealed below the stratigraphic section to be mined through.

4.07.3Permanent Sealing

When no longer needed for its intended use and upon a finding by the Division of no adverse environmental or health and safety effect, each exploration hole, other drilled hole or borehole, well, or other exposed underground opening including but not limited to shaft, drift, adit, tunnel, or entryway shall be capped, sealed, backfilled, or otherwise properly managed, as follows:

(1) Shafts, Drifts, Adits, Tunnels, or Mine Entryways

Permanent closure measures shall be designed to prevent access to the mine workings by people, livestock, fish and wildlife, machinery and to keep acid or other toxic drainage from entering ground or surface waters. closure construction shall be certified by a qualified registered professional engineer. The certification report shall be submitted to the Division upon completion of any construction and shall indicate that the closure has been completed as designed and in accordance with the approved plan and this rule.

(a) Shaft openings shall be effectively capped or filled. Filling shall be for the entire length of the shaft and, for the first fifty (50) feet from the bottom of the coalbed, the fill shall consist of incombustible material. Caps consisting of a six (6) inch thick concrete cap or other equivalent means may be used for sealing. Caps shall be equipped with a vent pipe at least two (2) inches in diameter extending for a distance of at least fifteen (15) feet above the surface of the shaft.
(b) Slope or drift openings shall be sealed with either:
(i) a bulkhead seal consisting of solid, substantial, incombustible material, such as concrete blocks, bricks or tile placed a distance of at least twenty-five (25) feet into the opening; and complete backfill with incombustible material from the bulkhead seal to the roof edge of the opening with no spaces between the top of the fill and the roof of the adit that exceed three (3) inches, and no space between the top of the fill and the roof of the adit at the entrance of the adit; or
(ii) Complete backfill, with incombustible material from twenty-five (25) feet into the opening to the roof edge of the opening,
(A) with no spaces between the top of the fill and the roof of the adit that exceed three (3) inches and no space between the top of the fill and the roof of the adit at the entrance of the adit, and
(B) the innermost three (3) feet of the backfill consisting entirely of rock with a minimum two (2) feet in diameter.
(2) Exploration Holes, Drill Holes, Boreholes, or Wells
(a) Exploration holes, drill holes or boreholes, wells or other exposed underground openings not completed to aquifers shall be sealed by replacing cuttings or other suitable media in the hole and placing a suitable plug 10 feet below the ground surface to support a cement plug or other media approved by the Division to within 3 feet of the ground surface. Sealing by a surface plug only may be approved by the Division on a case by case basis where both physical and chemical properties of the formation allow. The hole will be marked.
(b) Exploration holes, drill holes or boreholes, wells, or other underground openings completed in aquifers shall be sealed using cement or other suitable sealant by placing the sealant in the hole from the bottom to within 10 feet of the surface. Holes which have multiple aquifers or bedrock aquifers not exhibiting artesian flow at the surface may be sealed using a solid cement plug or other suitable media approved by the Division extending 20 feet above and below the water bearing zone. A surface plug shall be placed in accordance with 4.07.3(2)(a) and the hole shall be marked.
(c) Proof of compliance. Within 60 days after abandoning a drill hole, specific drilling program approved by the Division, or when requested by the Division, the operator shall submit a report detailing the following information:
(I) Location of the drill hole as spotted accurately on a topographic map;
(II) Depth of drill hole;
(III) Surface elevation of drill hole;
(IV) Intervals where water was encountered during drilling activities;
(V) Diameter of drill hole;
(VI) Type of cement or other approved sealant used;
(VII) Amount of cement and volume of slurry mixture or other sealant used in plugging drill hole;
(VIII) Name of drilling contractor and license number of drill and rig; and
(IX) How the hole was worked.
4.07.4Abandonment in Designated Ground Water Basins.

When exploration holes, other drilled holes and boreholes, wells, or other underground openings occur in designated Ground Water Basins, as identified in accordance with C.R.S. 37-90- 106, the operator shall consult the applicable drill hole abandonment regulations administered by the State Engineer.

4.08USE OF EXPLOSIVES
4.08.1General Requirements
(1) Each person who conducts surface blasting activities shall comply with all applicable State and Federal laws in the use of explosives and requirements of 4.08 in consultation with appropriate State agencies. 120(2)(o) 121(2)(j)
(2) Blasts that use more than 5 pounds of explosives or blasting agent shall be conducted according to the schedule required by 4.08.3.
(3) All surface blasting activities shall be conducted by experienced, trained, and competent persons who understand the hazards involved. Persons responsible for blasting operations at a blasting site shall be familiar with the blasting plan and any site-specific performance standards. The blaster and at least one other person must be present at the firing of a blast. Each person responsible for blasting operations shall possess a valid certification in accordance with appropriate Federal and State law. 120(2)(o)(IV)
(4)
(a) An anticipated blast design, prepared and signed by a certified blaster, shall be submitted, either as part of a permit application or at a time before the blast approved by the Division, if blasting operations will be conducted within:
(i) 1,000 feet of any occupied residential dwelling, public building, school, church or community or institutional building outside the permit area; or
(ii) 500 feet of an active or abandoned underground mine.
(b) The blast design shall contain sketches of typical drill patterns, delay periods, and decking and shall indicate the type and amount of explosives to be used, critical dimensions, and the location and general description of structures to be protected, as well as a discussion of design factors to be used which protect the public and meet the applicable airblast, flyrock and ground vibration standards of this rule.
(c) The Division may require changes in the design submitted.
4.08.2Pre-blasting Survey
(1) At least 30 days before initiation of blasting, the operator shall provide written notification to all residents or owners of occupied residential dwellings or other structures located within one-half mile of the permit area which explains how to request a preblasting survey. Upon request to the Division by a resident or owner of an occupied residential dwelling or structure that is located within one-half mile of any part of the permit area for surface mining activities, or in the case of surface blasting activities incident to underground mining activities, within one-half mile of such blasting activity, the person who conducts surface or underground mining activities shall promptly conduct a pre-blasting survey of the occupied residential dwelling or structure and promptly submit a report of the survey to the Division and to the person requesting the survey. If a structure is renovated or added to, subsequent to a pre-blasting survey, then upon request to the Division a survey of such additions and renovations shall be performed in accordance with Rule 4.08.2.
(2) The survey shall determine the condition of the occupied residential dwelling or structure and document any pre-blasting damage and other physical factors that could reasonably be affected by the blasting. Assessments of structures such as pipes, cables, transmission lines, and wells and other water systems shall be limited to surface conditions and readily available data. Special attention shall be given to the pre-blasting condition of well and other water systems used for human, animal, or agricultural purposes and to the quantity and quality of the water.
(3) A written report of the survey shall be prepared and signed by the person who conducted the survey. The report may include recommendations of any special conditions or proposed adjustments to the blasting procedure which should be incorporated into the blasting plan to prevent damage. Copies of the report shall be provided to the person requesting the survey and the Division. If the person requesting the survey disagrees with the results of the survey, he or she may notify, in writing, both the permittee and the Division of specific areas of disagreement.
4.08.3Public Notice of Blasting Schedule.
(1) Blasting Schedule Publication.
(a) Each person who conducts surface blasting incident to surface mining activities shall publish a blasting schedule at least 10 days, but no more than 20 days, before beginning a blasting program in which blasts that use more than 5 pounds of explosives or blasting agent are detonated. The blasting schedule shall be published in a newspaper of general circulation in the locality of the blasting site. 120(2)(o)(I)
(b) Copies of the schedule shall be distributed by mail to local governments and public utilities and by mail or delivered to each residence within one-half mile of the blasting site described in the schedule. For the purposes of 4.08.3, the permit area does not include coal preparation and loading facilities, and transportation facilities between coal excavation areas and coal preparation or loading facilities if blasting is not conducted in these areas. Copies sent to residences shall be accompanied by information advising the owner or resident how to request a pre-blasting survey.
(c) The blasting schedule shall be republished and redistributed by mail at least every 12 months.
(2) Blasting Schedule Contents.
(a) A blasting schedule shall identify as accurately as possible the location of the blasting sites and the time periods when blasting will occur.
(b) The blasting schedule shall contain at a minimum:
(i) Identification of the specific areas in which blasting will take place.
(ii) Dates and time periods when explosives are to be detonated.
(iii) Methods to be used to control access to the blasting area;
(iv) Types of audible warnings and all-clear signals to be used before and after blasting; and
(v) A description of unavoidable hazardous situations referred to in 4.08.4(2) which have been approved by the Division for blasting at times other than those described in the schedule.
(3) Public Notice of Changes in Blasting Schedules.
(a) Before blasting in areas or at times not in a previous schedule, the person who conducts the surface mining activities shall prepare a revised blasting schedule according to the procedures in 4.08.3(1) and (2). Where notice has previously been mailed to the owner or residents under 4.08.3(1)(b) with advice on requesting a pre-blast survey, the notice of change need not include information regarding pre-blast surveys.
(b) If there is a substantial pattern of non-adherence to the published blasting schedule as evidenced by the absence of blasting during scheduled periods, the Division may require that the person who conducts the surface mining activities prepare a revised blasting schedule according to the procedures in 4.08.3(3)(a).
4.08.4Surface Blasting Requirements
(1) All surface blasting shall be conducted between sunrise and sunset.
(a) The Division may specify more restrictive time periods, based on public requests or other relevant information, according to the need to adequately protect the public from adverse noise. 120(2)(o)(III)
(b) Blasting may, however, be conducted between sunset and sunrise if:
(i) A blast that has been prepared during the afternoon must be delayed due to the occurrence of an unavoidable hazardous condition and cannot be delayed until the next day because a potential safety hazard could result that cannot be adequately mitigated;
(ii) In addition to the required warning signals, oral notices are provided to all persons within one-half mile of the blasting site other than the employees of the mining operation; and
(iii) A complete written report of blasting at night is filed by the person conducting the surface or underground mining activities with the Division not later than 3 days after the night blasting. The report shall include a description in detail of the reasons for delay in blasting including why the blast could not be held over to the next day, when the blast was actually conducted, the warning notices given, and a copy of the blast report required by 4.08.5.
(2) Blasting shall be conducted at times announced in the blasting schedule, except in those unavoidable hazardous situations, previously approved by the Division in the permit application, where operator or public safety require unscheduled detonation.
(3) Warning and all clear signals of different character that are audible within a range of one-half mile from the point of the blast shall be given. Each person within the permit area and each person who resides or regularly works within one half mile of the blasting site shall be notified of the meaning of the signals through appropriate instructions. These instructions shall be periodically delivered or otherwise communicated in a manner which can be reasonably expected to inform such persons of the meaning of the signals. Each person who conducts surface coal mining operations shall maintain signs in accordance with 4.02.
(4) A resident or owner of an occupied residential dwelling or structure that is located within one-half mile of any area affected by surface blasting activities shall be notified no less than 24 hours prior to any surface blasting. Notification may be provided less frequently if approved in writing by said resident or owner.
(5) Access to an area possibly subject to flyrock from blasting shall be regulated to protect the public and livestock. Access to the area shall be controlled to prevent the presence of livestock or unauthorized personnel during blasting and until an authorized representative of the person who conducts the surface coal mining operations has reasonably determined:
(a) That no unusual circumstances, such as imminent slides or undetonated charges, exist; and
(b) That access to and travel in or through the area can be safely resumed.
(6)
(a) Airblast shall be controlled so that it does not exceed the values specified below at any occupied residential dwelling, public building, school, church, or community or institutional structure, outside the permit area, unless such structure is owned by the person who conducts the surface coal mining operations and is not leased to any other person. If a building owned by the person conducting surface coal mining operations is leased to another person, the lessee may sign a waiver relieving the operator from meeting the airblast limitations of 4.08.4(6)(a).

Lower Frequency Limit of Measuring System, Hz(3dB)

Maximuin Level in dB

0.1 Hz or lower -- flat response1 ..............

134 peak

2 Hz Or lower -- flat response..................................................

133 peak

6 Hz or lower -- flat response...................................................

129 peak

C-weighted, slow response.....................................................

105 C

1 Only when approved by the Division

(b) If necessary to prevent damage, the Division shall specify lower maximum allowable airblast levels than those of rule 4.08.4(6)(a), for use in the vicinity of a blasting operation.
(c) The operator shall conduct periodic monitoring to ensure compliance with the airblast standards. The Division may require an airblast measurement of any or all airblasts, and may specify the location of such measurements. The measuring systems used shall have an upper-end flat-frequency response of at least 200Hz.
(7) Except where lesser distances are approved by the Division, based upon a pre-blasting survey, seismic investigation, or other appropriate investigation, blasting shall not be conducted within:
(a) 1,000 feet of any occupied residential dwelling, school, church, hospital, or nursing facility; and
(b) 500 feet of facilities including, but not limited to, disposal wells, petroleum or gas-storage facilities, municipal water-storage facilities, fluid-transmission pipelines, gas or oil-collection lines, or water and sewage lines.
(8) Flyrock, including blasted material traveling along the ground, shall not be cast from the blasting vicinity more than half the distance to the nearest occupied residential dwelling or other occupied structure, beyond the topsoil stripping limit resulting in loss of resource, and in no case beyond the line of property owned or leased by the permittee, or beyond the area of regulated access required under Rule 4.08.4(5).
(9) Blasting shall be conducted to prevent injury to persons, damage to public or private property outside the permit area, adverse impacts to underground mine workings and change in the course, channel, or availability of surface or ground waters outside the permit area. Blasting operations within 500 feet of active underground mines require approval of the State and Federal agencies concerned with the health and safety of underground miners.
(10) Except as provided in Rule 4.08.4, the maximum peak particle velocity in blasting operations shall not exceed the following limits at the location of any occupied residential dwelling, public building, school, church, or community or institutional building, outside the permit area:

Distance (D) from the Blasting Site (in feet)

Maximum Allowable Peak Particle Velocity (V max) for Ground Vibration (in inches/second[DAGGER])

Scaled-Distance Factor to be Applied without Seismic Monitoring (Ds[DOUBLE DAGGER])

0 to 300

1.25

50

301 to 5000

1.00

55

5001 and beyond

0.75

65

[DAGGER] Ground velocity shall be measured as the particle velocity. Peak particle velocities shall be recorded in three mutually perpendicular directions from the blasting site. The maximum peak particle velocity shall be the largest of any of the three measurements.

[DOUBLE DAGGER] Applicable to the scaled-distance equation of Rule 4.08.4(10)(c)(i)

(a) The Division will reduce the maximum peak particle velocity allowed, if it determines that a lower velocity is required by density of population or land-use, age or type of structure, geology or hydrology of the area, frequency of blasts, or other factors.
(b) The Division may allow a variance from the maximum peak particle velocity limits if it determines that the structure is owned by the person conducting the surface coal mining operation, and the structure is not leased to another party, or if leased to another party, that a written waiver by the lessee is submitted to the Division prior to blasting.
(c)
(i) If blasting is conducted in accordance with the following equation, the peak particle velocity shall be deemed to be within the limit. The maximum weight of explosives to be detonated within any 8-millisecond period may be determined by the formula W = (D/Ds)2 where W = the maximum weight of explosives, in pounds, that can be detonated in any 8-millisecond period; D = the distance, in feet, from the blast to the nearest occupied residential dwelling, school, church, or community or institutional building; and Ds = the scaled-distance factor, using the values listed in the table in Rule 4.08.4(10).
(ii) For a distance between 300 and 5,000 feet, the solution of the equation results in the following maximum weight:

Distance, in feet (D)

Maximum weight, in pounds (W)

300

36

350

40

400

53

500

83

600

119

700

161

800

212

900

268

1,000

331

1,100

400

1,200

476

1,300

559

1,400

648

1,500

744

1,600

846

1,700

955

1,800

1,071

1,900

1,193

2,000

1,322

2,500

2,066

3,000

2,975

3,500

4,050

4,000

5,289

4,500

6,694

5,000

8,264

4.08.5Records of Blasting for Surface Coal Mining Operations

A record of each blast, including seismograph reports, shall be retained for at least 3 years and shall be available for inspection by the Division and by the public on request. The record shall contain the following data:

(1) Name of the operator conducting the blast;
(2) Location, date, and time of blast;
(3) Name, signature, and license number of blaster-in-charge;
(4) Identification, direction and distance, in feet, from the nearest blast hole to the nearest occupied residential dwelling, school, church, or community or institutional building either:
(a) Not located in the permit area; or
(b) Not owned nor leased by the person who conducts the surface coal mining operations.
(5) Weather conditions, including temperature, wind direction, and approximate velocity;
(6) Type of material blasted;
(7) Sketches of the blast pattern including number of holes, burden, spacing, and delay pattern.
(8) Sketches shall also show decking, if holes are decked to achieve different delay times within a hole;
(9) Diameter and depth of holes;
(10) Types of explosives used;
(11) Total weight of explosives used per hole and maximum weight of explosives used per 8-millisecond period;
(12) Initiation system;
(13) Type and length of stemming;
(14) Mats or other protections used;
(15) Type of delay detonator and delay periods used;
(16) Number of persons in the blasting crew; and
(17) Seismographic and airblast records, where required, including:
(a) Type of instrument, sensitivity, and the calibration signal of the gain setting or certification of annual calibration;
(b) Exact location of instrument and the date, time and its distance from the blast;
(c) Name of the person and firm taking the reading;
(d) Name of the person and firm analyzing the seismographic record;
(e) The vibration and/or airblast level recorded; and
(18) Reasons and conditions for each unscheduled blast.
4.08.6Seismographic Measurements.
(1) Where a seismograph is used to monitor the velocity of ground motion and the peak particle velocity limit of 1 inch per second is not exceeded, the equation in 4.08.4(10)(c)(i) need not be used. If that equation is not used by the person conducting the surface coal mining operations, a seismograph record shall be obtained for each shot. 120(2)(o)(II)
(2) The use of a modified equation to determine maximum weight of explosives per delay for blasting operation at a particular site, may be approved by the Division, on a receipt of reports including seismograph records of test blasting on the site. In no case shall the Division approve the use of a modified equation where the peak particle velocity fails to comply with the limitations of 4.08.4(10) at a 95% level of confidence.
(3) The Division may require a seismograph record of any or all blasts and may specify the location at which such measurements are taken.
4.09DISPOSAL OF EXCESS SPOIL
4.09.1General Requirements.
(1) All excess spoil shall be transported to and placed in designated disposal areas within a permit area, if disposal areas are authorized for such purposes in the approved permit application in accordance with 4.09. The spoil shall be placed in a controlled manner to: 120(2)(v)
(a) Minimize the adverse effects of leachate and surface water runoff from the fill on surface and ground waters; 120(2)(j)
(b) Comply with the effluent limitations of 4.05.2; 120(2)(j)(II)(A) 120(2)(v)(I)
(c) Ensure stability of the fill; and
(d) Ensure that the land mass designated as the disposal area is suitable for reclamation and revegetation compatible with the natural surroundings.
(2) The fill shall be designed using recognized professional standards, certified by a registered professional engineer, and approved by the Division. 120(2)(v)(VIII)
(3) Alternative specifications may be utilized after approval by the Division upon thorough analytical demonstration, by a qualified registered professional engineer, prepared in accordance with 2.05.3(6)(b), (c) and (d), that such alternatives shall be as environmentally sound and structurally stable as that resulting from fills complying with the requirements of 4.09 and with such other criteria as are necessary to achieve reclamation in accordance with the requirements of this Rule, taking into consideration physical, climatological and other characteristics of the site.
(4) All vegetation and organic materials shall be removed from the disposal area and the topsoil shall be removed, segregated, and stored or replaced under 4.06. 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 moisture retention of the soil. 120(2)(v)(II)
(5) Slope protection shall be provided to minimize surface erosion at the site. Diversion design shall conform with the requirements of 4.05.4. All disturbed areas, including diversion ditches that are not riprapped, shall be vegetated upon completion of construction. 120(2)(d)
(6) The disposal areas shall be located on the most moderately sloping and naturally stable areas available as approved by the Division. If such placement provides additional stability and prevents mass movement, fill materials suitable for disposal shall be placed upon or above a natural terrace, bench, or berm. 120(2)(v)(V)
(7) The excess spoil shall be transported and placed in horizontal lifts in a controlled manner, concurrently compacted as necessary to ensure mass stability and prevent mass movement, covered with topsoil or substitute material in accordance with 4.06, and graded to allow surface and subsurface drainage to be compatible with the natural surroundings and ensure a long-term static safety factor of 1.5. 120(2)(v)(I)
(8) The final configuration of the fill shall be suitable for post mining land uses approved in accordance with 4.16, except that no impoundments shall be allowed on the completed fill. 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 compatible with stability of the fill, as demonstrated in accordance with 2.05.3(6)(b), (c) and (d). 120(2)(v)(VII)
(9) The final configuration of the fill shall be designed to minimize erosion. Terraces may be utilized to control erosion and enhance stability if approved by the Division and consistent with 4.14.2(2). 120(2)(v)(III)
(10) Where the slope in the disposal area is steeper than 2.8h:1v (36 percent), or such lesser slope as may be designated by the Division based on local conditions, keyway cuts (excavations to stable bedrock) or rock toe buttresses shall be constructed to stabilize the fill. Where the toe of the spoil rests on a downslope, stability analyses shall be performed in accordance with 2.05.3(6)(b), (c) and (d) to determine the size of the rock toe buttresses and keyway cuts. 120(2)(v)(VI)
(11) Inspection 122(1)
(a) The fill shall be inspected for stability by a registered engineer or other qualified professional specialist experienced in construction of earth and rockfill embankments under the direction of a qualified professional engineer at least quarterly throughout the construction and during the following critical construction periods:
(1)removal of all organic material and topsoil,
(2)placement of underdrainage systems,
(3) installation of surface drainage systems,
(4) placement and compaction of fill materials, and
(5) revegetation.
(b) The qualified registered engineer shall provide to the Division a certified report within 2 weeks after each inspection that the fill has been constructed as specified in the design approved by the Division. The report shall include a description of any appearances of instability, structural weakness, and other hazardous conditions observed during the inspection. A copy of the report shall be retained at the mine site.
(c) Any certified report addressing the underdrain system and protective filters shall include color photographs taken during and after construction, but before underdrains are covered with excess spoil. If the underdrain system is constructed in phases, each phase shall be certified separately. Where excess durable rock spoil is placed in single or multiple lifts such that the underdrain system is constructed simultaneously with excess spoil placement by natural segregation of dumped materials, photographs shall be taken of the underdrain as the underdrain system is being formed. The color 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.
(12) Coal mine wastes may only be disposed of in excess spoil fills if such waste is:
(a) Placed in accordance with 4.10.4;
(b) Demonstrated to be non-toxic and non-acid forming; and
(c) Demonstrated to be consistent with the design stability of the fill, in accordance with 2.05.3(6)(b), (c) and (d).
4.09.2Valley Fill.

Disposal of excess spoil in valley fills shall meet all the requirements of 4.09.1 and the additional requirements of 4.09.2.

(1) The fill shall be designed to attain a long-term static safety factor of 1.5 based upon data obtained from subsurface exploration, geotechnical testing, foundation design, and accepted engineering analyses.
(2) A subdrainage system for the fill shall be constructed in accordance with the following: 120(2)(v)(III)
(a) Underdrains shall consist of non-degradable, non-acid or toxic-forming rock such as natural sand and gravel, sandstone or limestone. Other durable rock may be used, if it has been demonstrated not to slake in water or degrade to soil material and will be free of coal, clay and other non-durable material.
(b) A system of underdrains shall:
(i) Be installed along the natural drainage system;
(ii) Extend from the toe to the head of the fill; and
(iii) Contain lateral drains to each area of potential drainage or seepage. 120(2)(v)(IV)
(c) A filter system to insure the proper functioning of the rock underdrain system shall be designed and constructed using standard geotechnical engineering methods.
(d) In constructing the underdrains, no more than 10 percent of the rock may be less than 12 inches in size and no single rock may be larger than 25 percent of the width of the drain. The minimum size of the main underdrain shall be:

Total Amount of Fill Material

Predominant Type of Fill Material

Minimum Size of Drain, in feet

Width

Height

Less than 1,000,000 yd3

Sandstone Shale

10

4

16

8

More than 1,000,000 yd3

Sandstone Shale

16

8

16

16

(3) Excess spoil shall be transported and placed in a controlled manner and concurrently compacted as specified by the Division, in horizontal lifts demonstrated in accordance with 2.05.3(6)(b), (c) and (d) to achieve or provide the following: 120(2)(v)(I)
(a) Achieve densities designed to ensure mass stability;
(b) Prevent mass movement;
(c) Avoid contamination of the rock underdrain of rock core; and
(d) Prevent formation of voids.
(4) The final configuration of the fill shall be suitable for the approved post mining land use. Terraces may be constructed on the out slope of the fill if required for stability, control of erosion, to conserve soil moisture, or to facilitate the approved post mining land use.
(5) Drainage shall not be directed over the out slope of the fill.
(6) The out slope of the fill shall not be steeper than 2h:1v (50 percent). The Division may require a flatter slope.
(7) Surface water runoff from the area above the fill shall be diverted away from the fill and into stabilized diversion channels designed to pass safely the runoff from a 100-year, 24-hour precipitation event or larger event specified by the Division. Surface runoff from the fill surface shall be diverted to stabilized channels off the fill which will safely pass the runoff from a 100-year, 24-hour precipitation event. Diversion design shall comply with the requirements of 4.05.4. 120(2)(v)(III)
4.09.3Head of Hollow Fill

Disposal of spoil in the head-of-hollow fill shall meet all the standards set forth in Rules 4.09.1 and 4.09.2 and the additional requirements of Rule 4.09.3.

(1) The fill shall be designed to completely fill the disposal site to the approximate elevation of the ridgeline. A rock-core chimney drain may be utilized instead of the subdrain and surface diversion system required for valley fills. If the crest of the fill is not approximately at the same elevation as the low point of the adjacent ridgeline, the fill must be designed as specified in 4.09.2 with diversion of runoff around the fill. A fill associated with contour mining and placed at or near the coal seam, and which does not exceed 250,000 cubic yards may use the rock core chimney drain.
(2) The alternative rock-core chimney drain system incorporated into head-of-hollow fills shall be designed and constructed as follows:
(a) The fill shall have, along the vertical projection of the main buried stream channel or fill a vertical core of durable rock at least 16 feet thick which shall extend from the toe of the fill to the head of the fill, and from the base of the fill to the surface of the fill. A system of lateral rock underdrains shall connect this rock core to each area of potential drainage or seepage in the disposal area. Rock used in the rock core and underdrains shall meet the requirements of 4.09.2(2).
(b) A filter system to ensure the proper functioning of the rock core shall be designed and constructed using standard geotechnical engineering methods.
(c) The grading may drain surface water away from the out slope of the fill and toward the rock core. The maximum slope of the top of the fill shall be 33h:1v (3 percent). A drainage pocket may be maintained at the head of the fill during and after construction, to intercept surface runoff and discharge the runoff through or over the rock drain, if stability of the fill is not impaired. In no case shall this pocket or sump have a potential for impounding more than 10,000 cubic feet of water. Terraces on fill shall be graded with a 3 to 5 percent grade toward the fill and a 1 percent slope toward the rock core.
(3) The drainage control system shall be capable of passing safely the runoff from a 100-year, 24hour precipitation event, or larger event specified by the Division.
4.09.4Durable Rock Fills.

The Division may approve the alternative method of disposal of excess durable rock by gravity placement in single or multiple lifts, provided the following conditions are met:

(1) The requirements of 4.09.1 through 4.09.3 must be met, except as provided in this section. 120(2)(v)(I)
(2) The excess spoil consists of at least 80 percent, by volume, durable non-acid- and non-toxic-forming rock (e.g., sandstone, or limestone) that does not slake in water and will not degrade to soil material. Where used, non cemented clay shale, clay spoil, soil or other nondurable excess spoil material shall be mixed with excess durable rock spoil in a controlled manner such that no more than 20 percent of the fill volume, as determined by tests performed by a registered professional engineer and approved by the Division, is not durable rock.
(3) A qualified registered professional engineer certifies that the design will ensure the stability of the fill and meet all other applicable requirements. 120(2)(v)(III) 120(2)(v)(IV)
(4) The fill is designed to attain a minimum long-term static safety factor of 1.5, and an earthquake safety factor of 1.1. 120(2)(v)(IV)
(5) The underdrain system may be constructed simultaneously with excess spoil placement by the natural segregation of dumped materials, provided the resulting underdrain system is capable of carrying anticipated seepage of water due to rainfall away from the excess spoil fill and from seeps and springs in the foundation of the disposal area and the other requirements for drainage control are met.
(6) The surface water runoff from areas adjacent to and above the fill is not allowed to flow onto the fill and is diverted into stabilized diversion channels designed to meet the requirements of 4.05.3 and to safely pass the runoff from a 100-year, 24-hour precipitation event.
4.10COAL MINE WASTE BANKS.
4.10.1General Requirements.
(1) All coal mine waste shall be transported and placed in new and existing disposal areas approved by the Division for this purpose. These areas shall be within a permit area. The disposal area shall be designed, constructed, inspected and maintained: 120(2)(n) 121(2)(d)
(a) In accordance with 4.09.1, 4.09.2, 4.10, and 4.11; and
(b) To prevent combustion.
(2) Coal mine waste materials from activities located outside a permit area, such as those activities at other mines or abandoned mine waste piles may be disposed of in the permit area only if approved by the Division. Approval shall be based on a showing by the person who conducts surface coal mining operations in the permit area, using hydrologic, geotechnical, physical, and chemical analysis, that disposal of these materials does not:
(a) Adversely affect water quality, water flow, or vegetation; 120(2)(j), 120(2)(x)
(b) Create public health hazards; or
(c) Cause instability in the disposal areas.
4.10.2Site Inspection
(1) All coal mine waste banks shall be inspected, on behalf of the person conducting surface coal mining operations, by a qualified registered engineer or other qualified professional specialist under the direction of the professional engineer, experienced in construction of similar earth and waste structures.
(2) Inspection of coal mine waste banks shall be performed in accordance with rule 4.09.1, and the following additional requirements:
(a) Inspection shall occur at least quarterly, beginning within 7 days after the preparation of the disposal area begins. The Division may require more frequent inspection based upon an evaluation of the potential danger to the health or safety of the public and the potential harm to land, air and water resources. Inspections may terminate when the coal mine waste bank has been graded, covered in accordance with Rule 4.10.4, topsoil has been distributed on the bank in accordance with Rule 4.06.4, and revegetated, or at such a later time as the Division may require.
(b) Inspections shall include such observations and tests as may be necessary to evaluate the potential hazard to human life and property, to ensure that all organic material and topsoil have been removed and that proper construction and maintenance are occurring in accordance with the plan submitted under 2.05.3(8) and approved by the Division.
(c) The engineer or other approved inspector shall consider steepness of slopes, seepage, and other visible factors which could indicate potential failure, and the results of failure with respect to the threat to human life and property.
(d) Copies of the inspection findings shall be maintained at the mine site.
(3) If any inspection discloses that a potential hazard exists, the Division shall be informed promptly of the finding and of the emergency procedures formulated for public protection and remedial action. If adequate procedures cannot be formulated or implemented, the Division shall be notified immediately. The Division shall then notify the appropriate emergency agencies that other emergency procedures are required to protect the public from the coal mine waste area.
4.10.3Water Control Measures.
(1) A properly designed subdrainage system shall be provided, in accordance with the following except where alternative specifications are used in accordance with 4.10.3(5). Each system shall: 120(2)(j) 121(2)(d)
(a) Intercept all ground water sources;
(b) Be protected by an adequate filter; and
(c) Be covered so as to protect against the entrance of surface water or leachate from the coal processing waste.
(2) All surface drainage from the area above the coal mine waste bank and from the crest and face of the waste disposal area shall be diverted in accordance with 4.09.2(7).
(3) Slope protection shall be provided to minimize surface erosion at the site. All disturbed areas, including diversion ditches that are not riprapped, shall be vegetated upon completion of construction. 120(2)(d)
(4) All water discharged from a coal mine waste bank shall comply with the relevant Subsections of 4.05.
(5) An alternative subdrainage system may be utilized after approval by the Division upon a thorough analytical demonstration that such an alternative will ensure the applicable static safety factor, stability of the fill and protection of the surface and groundwater in accordance with the requirements of these Rules.
4.10.4 Construction Requirements.
(1) Coal mine waste banks shall be constructed in compliance with Rule 4.09.1 and Rule 4.09.2, except to the extent that the requirements of those Rules are varied in Rule 4.10 .4.
(2) Coal mine waste banks shall have a minimum static safety factor of 1.5.
(3) Compaction requirements during construction or modification of all coal mine waste banks shall be:
(a) Spread in layers no more than 24 inches in thickness;
(b) Compacted to attain 90 percent of the maximum dry density to prevent spontaneous combustion and to provide the strength required for stability of the coal mine waste bank. Dry densities shall be determined in accordance with the American Association of State Highway and Transportation Officials (AASHTO) Specifications T99-74 (Twelfth Edition)(July 1978) or an equivalent method. AASHTO T99-74 is hereby incorporated by reference as it exists on the date of adoption of Rule 4.10. This publication is on file and available for inspection at the office of the Division; and
(c) Variations may be allowed in these requirements for maximum allowable lift thickness and minimum required compaction, after approval of the variance by the Mine Safety and Health Administration's (MSHA) District Manager, as required by 30 CFR 77.215. Copies of the MSHA district manager's written approval and the application documents furnished for his review, supporting the request for variance, shall be included within the application. Compaction testing shall be performed to verify that the minimum required compaction is achieved.
(4) In no case shall the slope of a terrace on a coal mine waste bank be steeper than 2h:1v (50 percent).
(5) Following grading of the coal mine waste bank, the site shall be covered with a minimum of 4 feet of the best available non-toxic and non-combustible material, in accordance with Rule 4.14.3, and in a manner that does not impede flow from subdrainage systems. The coal mine waste bank shall be revegetated in accordance with Rule 4.15 . The Division may allow less than 4 feet of cover material based on physical and chemical analyses which show that the requirements of Rule 4.15 will be met.
4.11COAL MINE WASTE.
4.11.1Burning.

Coal mine waste fires shall be extinguished by the person who conducts the surface coal mining operations, in accordance with a plan approved by the Division and the Mine Safety and Health Administration. The plan shall contain, at a minimum, provisions to ensure that only those persons authorized by the operator, and who have an understanding of the procedures to be used, shall be involved in the extinguishing operations. 120(2)(n) 121(2)(h)

4.11.2Burned Waste Utilization.

Before any burned coal mine waste, other materials, or refuse is removed from a disposal area, approval shall be obtained from the Division. A plan for the method of removal, with maps and appropriate drawings to illustrate the proposed sequence of the operation and method of compliance with 4.11, shall be submitted to the Division. Consideration shall be given in the plan to potential hazards which may be created by removal to persons working or living in the vicinity of the structure. The plan shall be certified by a qualified engineer. 120(2)(k) 121(2)(d)

4.11.3Return to Underground Workings

Coal mine waste may be returned to underground mine workings only in accordance with the waste disposal program approved by the Division and Mine Safety and Health Administration under Rule 2.05.3(9).

4.11.4Disposal of Noncoal Waste.
(1) Noncoal wastes including, but not limited to, grease, lubricants, paints, flammable liquids, garbage, abandoned mining machinery, lumber and other combustibles generated during surface or underground mining activities shall be placed and stored in a controlled manner in a designated portion of the permit area. Placement and storage shall ensure that leachate and surface runoff do not degrade surface or ground water, fires are prevented, and that the area remains stable and suitable for reclamation and revegetation compatible with the natural surroundings. 120(2)(k) 121(2)(c)
(2) Final disposal of noncoal wastes shall be in a designated disposal site in the permit area or in a State approved solid waste disposal area outside the permit area. Disposal sites located within the permit area shall be constructed to ensure that leachate and surface runoff do not degrade surface or ground water, fires are prevented, and that the area remains stable and suitable for reclamation compatible with the natural surroundings. Wastes shall be routinely compacted and covered to prevent combustion and wind-born waste. When the disposal is completed a minimum of 2 feet of soil cover shall be placed over the site, slopes stabilized, and revegetation accomplished in accordance with 4.15. The Division may allow less than 2 feet of cover material based on physical and chemical analyses which show that the requirements of 4.15 will be met. Operations of the disposal site shall be conducted in accordance with the local, State and Federal requirements.
(3) At no time shall any noncoal mine waste be deposited in a refuse pile or impounding structure, nor shall any excavation for noncoal mine waste disposal be located within 8 feet of any coal outcrop or coal storage area.
4.11.5Dams and Embankments.
(1) General Requirements.
(a) 4.11.5 applies to dams and embankments, constructed of coal mine waste or intended to impound coal mine waste, whether they were completed before adoption of the regulatory program or are intended to be completed thereafter. 120(2)(m) 121(2)(e)
(b) Waste shall not be used in the construction of dams and embankments unless it has been demonstrated to the Division that the stability of such a structure conforms with the requirements of 4.11.5(3)(a). It shall also be demonstrated that the use of waste material shall not have a detrimental effect on downstream water quality or the environment due to acid seepage through the dam or embankment. All demonstrations shall be submitted to and approved by the Division.
(c) All dams and embankments constructed of or impounding coal mine waste are subject to the general coal mine waste bank design, construction, certification, inspection and maintenance requirements of 4.10 and the additional requirements of 4.11.5.
(d) Dams and embankments constructed of or impounding coal mine waste may not be retained permanently as impounding structures.
(2) Site Preparation.

Before any coal processing waste is placed at a dam or embankment site:

(a) All trees, shrubs, grasses, and other organic material shall be cleared and grubbed from the site, and all combustibles shall be removed and stockpiled in accordance with the requirements of 4.11; and
(b) Surface drainage that may cause erosion to the embankment area or the embankment features, whether during construction or after completion, shall be diverted away from the embankment by diversion ditches that comply with the requirements of 4.05.3. Adequate outlets for discharge from these diversions shall be in accordance with 4.05.7. Diversions that are designed to divert drainage from the upstream area away from the impoundment area shall be designed to carry the peak runoff from a 100-year, 24-hour precipitation event. Sediment control measures shall be provided at the discharge of each diversion ditch before entry into natural water courses in accordance with 4.05.1 4.05.6.
(3) Design and Construction.
(a) The design of each dam and embankment constructed of coal mine waste or intended to impound such waste shall comply with the requirements of 4.05.9 modified as follows:
(i) The design freeboard between the lowest point on the embankment crest and the maximum water elevation shall be at least 3 feet. The maximum water elevation shall be that determined by the freeboard hydrograph criteria contained in the U.S. Natural Resources Conservation Service criteria referenced in 4.05.9;
(ii) The dam and embankment shall have a minimum safety factor of 1.5 for the partial pool with steady seepage saturation conditions, and the seismic safety factor shall be at least 1.2; and
(iii) The dam or embankment foundation and abutments shall be designed to be stable under all conditions of construction and operation of the impoundment. Sufficient foundation investigations and laboratory testing shall be performed to determine the safety factors of the dam or embankment for all loading conditions appearing in 4.11.5(3)(a)(ii) or the publication referred to in 4.05.9 and for all increments of construction.
(b) Each dam or embankment constructed of or impounding coal mine waste, that meets the size or other criteria of the Mine Safety and Health Administration 30 CFR 77.216(a) (1989) shall have sufficient spillway capacity to safely pass, adequate storage capacity to safely contain, or a combination of storage capacity and spillway capacity to safely control, the probable maximum precipitation of a 24-hour event, or a greater event as specified by the Division.
(c) Spillways and outlet works shall be designed to provide adequate protection against erosion and corrosion. Inlets shall be protected against blockage.
(d) Dams or embankments constructed of or impounding waste materials shall be designed and maintained so that at least 90 percent of the water stored during the design precipitation event shall be removed within the 10-day period following the precipitation event.
4.12SLIDES AND OTHER DAMAGE
(1) An undisturbed natural barrier shall be provided beginning at the elevation of the lowest coal seam to be mined and extended from the out slope for such distance as may be determined by the Division as needed to assure stability for surface mining activities. The barrier shall be retained in place to prevent slides and erosion. 120(2)(u) 120(2)(y)
(2) At any time a slide occurs which may have a potential adverse effect on public property, health, safety, or the environment, the person who conducts the surface coal mining operations shall notify the Division by the fastest available means and comply with any remedial measures required by the Division. 121(2)(h)
4.13CONTEMPORANEOUS RECLAMATION

Reclamation efforts, including, but not limited to, backfilling, grading, topsoil replacement and revegetation, of all land that is disturbed by surface coal mining operations shall occur as contemporaneously as practicable with mining operations. 120(2)(p) 121(2)(j)

4.14BACKFILLING AND GRADING
4.14.1General Requirements.
(1) Timing of backfilling and grading. 120(2)(c) 120(2)(p)
(a) Contour mining. Rough backfilling and grading shall follow coal removal by not more than 60 days or 1,500 linear feet. The Division may grant additional time for rough backfilling and grading if the permittee can demonstrate, through a detailed written analysis under 2.05.4(2)(c), that additional time is necessary.
(b) Open pit mining with thin overburden. Rough backfilling and grading shall occur in accordance with the time schedule approved by the Division, on the basis of materials submitted under 2.05.4(2)(c), which shall specifically establish in stated increments the period between removal of coal and completion of backfilling and grading.
(c) Area Strip mining. Rough backfilling and grading shall be completed within 180 days following coal removal and shall not be more than four spoil ridges behind the pit being worked, the spoil from the active pit being considered the first ridge. The Division may grant additional time for rough backfilling and grading if the permittee can demonstrate, through a detailed written analysis under 2.05.4(2)(c), that additional time is necessary.
(d) Surface areas disturbed incident to underground mining activities shall be backfilled and graded in accordance with the time schedule approved by the Division as a condition of the permit. 121(2)(j)
(2) Method for backfilling and grading.
(a) Except as specifically exempted, pursuant to Rules 4.14.1, 4.14.1, 4.14.1, 4.27.4, and 2.06.5, all areas disturbed by surface coal mining operations shall be returned to their approximate original contour. All spoil shall be transported, backfilled, segregated and compacted where needed to insure stability or prevent leaching of toxic materials and graded to eliminate all spoil piles, depressions, and highwalls, with the exception that complete highwall elimination is not required for underground operations which meet the criteria of 4.14.1(2)(f), and for re-mining of sites mined and abandoned prior to August 3, 1977, pursuant to 4.14.1(2)(g).
(b) Backfilled material shall be placed to minimize adverse effects on ground water, minimize off-site effects, and to support the approved post mining land use.
(c) Cut and fill terraces may be used only in those situations expressly identified in 4.14.2.
(d) Box cut spoil or initial cut spoil, may not be permanently disposed of outside of the mined area unless the applicant demonstrates that such material is not required to achieve the approximate original contour of the area in accordance with 4.09.1.
(e) In the case of underground mining operations, with the approval of the Division, excess material not required to eliminate all highwalls and depressions need not be returned to approximate original contour as required under 4.14.2 upon demonstration that the fill meets all the requirements of 4.05, 4.06, 4.09 and 4.15.
(f) Complete elimination of face-up areas and highwalls at underground mining operations shall not be required if the applicant demonstrates in writing to the Division that the existing highwall was in place prior to August 3, 1977, and that the volume of all reasonably available spoil is insufficient to completely backfill the highwall and face-up area so as to achieve a safety factor of 1.3. In such instances, the highwall shall be eliminated to the maximum extent technically practical and shall comply with the following criteria: 121(2)(j)
(i) All reasonably available spoil in the permit area shall be used to backfill the highwall. Reasonably available spoil in the vicinity of the operation shall be included in the permit area.
(ii) The backfill shall be graded to a slope which is compatible with the approved post-mining land use and which provides adequate drainage and meets a minimum static safety factor of 1.3.
(iii) The highwall remnant shall be sufficiently stable so as not to pose a hazard to the public health and safety or to the environment. The operator shall demonstrate, to the satisfaction of the Division, that the highwall remnant is stable.
(iv) Exposed coal seams, toxic and acid-forming materials, and combustible materials shall be adequately covered or treated in accordance with 4.14.3.
(v) Spoil placed on the out slope during mining operations which occurred prior to August 3, 1977 shall not be disturbed if such disturbance will cause instability of the remaining spoil or otherwise increase the hazard to the public health and safety or to the environment.
(g) Re-mining operations initiated after August 3, 1977 on sites which were mined and abandoned prior to August 3, 1977 and contain a preexisting highwall shall comply with all requirements of 4.14 except that complete highwall elimination shall not be required when the operator demonstrates in writing to the Division that the volume of all reasonably available spoil is insufficient to completely backfill the reaffected or enlarged highwall so as to achieve a safety factor of 1.3. In such instances, the highwall shall be eliminated to the maximum extent technically practical and shall comply with the following criteria: 102
(i) All spoil generated by the re-mining operation and any other reasonably available spoil shall be used to backfill the area. Reasonably available spoil in the immediate vicinity of the re mining operation shall be included within the permit area.
(ii) The backfill shall be graded to a slope which is compatible with the approved post-mining land use and which provides adequate drainage and meets a minimum static safety factor of 1.3.
(iii) The highwall remnant shall be sufficiently stable so as not to pose a hazard to the public health and safety or to the environment. The operator shall demonstrate to the satisfaction of the Division, that the highwall remnant is stable.
(iv) Exposed coal seams, toxic and acid-forming materials, and combustible materials shall be adequately covered or treated in accordance with 4.14.3.
(v) Spoil placed on the out slope during mining operations which occurred prior to August 3, 1977 shall not be disturbed if such disturbance will cause instability of the remaining spoil or otherwise increase the hazard to the public health and safety or to the environment.
(h) Spoil may be placed on the area outside the mined-out area in non-steep slope areas to restore the approximate original contour by blending the spoil into the surrounding terrain, if:
(i) All vegetative and organic material is first removed from the area;
(ii) Topsoil is removed from the area and segregated, stored and redistributed in accordance with Rule 4.06; and
(iii) The spoil is backfilled and graded in accordance with Rule 4.14.2.
4.14.2General Grading Requirements
(1) The final graded slopes shall approximate pre-mining slopes, or any lesser slopes approved by the Division based on consideration of soil, climate, or other characteristics of the surrounding area. Post-mining final graded slopes need not be uniform but shall approximate the general nature of the pre-mining topography identified in 2.10.3(1)(j). The requirements of 4.14.2 may be modified by the Division for steep slope mining pursuant to 4.27, for underground operations pursuant to 4.14.1(2)(e) and (f), and for re-mining operations pursuant to 4.14.1(2)(g). The person who conducts surface coal mining operations shall, at a minimum: 120(2)(c) 120(2)(w)
(a) Retain all overburden and spoil on the solid portion of existing or new benches, and return all such material, except excess spoil, to the mined out area, except as provided in Rule 4.14.1(2)(h); and
(b) Backfill and grade to the most moderate slope possible, which does not exceed either the angle of repose or such lesser slope as is necessary to achieve a minimum static safety factor of 1.3. In all cases the highwall shall be eliminated, unless retention of a highwall remnant is specifically approved by the Division pursuant to 4.14.1(2)(f) or (g).
(2) On approval by the Division in order to conserve soil moisture, ensure stability, and control erosion of final graded slopes, cut-and-fill terraces may be allowed, if the terraces are compatible with the approved post mining land use. 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 Division as necessary for stability, erosion control, or roads included in the approved post mining land use plan.
(b) The vertical distance between terraces shall be as specified by the Division to prevent excessive erosion and to provide long term stability.
(c) The slope of the terrace out slope shall not be steeper than 2h:1v (50 percent).
(d) Culverts and underground rock drains shall be used on the terrace only when approved by the Division.
(e) Terraces shall be installed so as not to impede revegetation procedures including vehicular access for such revegetation in accordance with the requirements of these Rules.
(f) Additional surface manipulation procedures shall be installed in accordance with the requirements of these Rules as required by the Division.
(3) Small depressions may be constructed if they:
(a) Are approved by the Division to minimize erosion, conserve soil moisture, create or enhance wildlife habitat, or promote vegetation;
(b) Do not restrict access or constitute a hazard; and
(c) Are compatible with the proposed post mining land use.
(4) All surface coal mining operations on slopes above 20 degrees, or on lesser slopes that the Division defines as steep slopes shall meet the provisions of 4.27. 120(4)(b)
(5) Grading, preparation, or placement of material shall be conducted in a manner which minimizes erosion and slippage and provides a surface for the replacement of topsoil.
4.14.3Covering Coal and Acid- and Toxic-forming Materials.
(1) Cover.
(a) A person who conducts surface coal mining operations shall insure that all debris, acid-forming materials, toxic materials or materials constituting a fire hazard are treated or buried and compacted or otherwise disposed of in a manner approved by the Division and are designed to prevent contamination of ground or surface waters, and that approved contingency plans are developed to prevent sustained combustion. 120(2)(k) 121(2)(d)
(b) Where necessary to protect against upward migration of salts, exposure by erosion, formation of acid or toxic seeps, to provide an adequate depth for plant growth, or otherwise to meet local conditions, the Division shall specify an appropriate amount of cover using non-toxic material, or special compaction and isolation from ground water contact. 120(2)(w)
(c) 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. 120(2)(n)
(2) Stabilization. Backfilled materials shall be selectively hauled or conveyed, segregated, and compacted, wherever necessary to prevent leaching of acid-forming and toxic-forming materials into surface or ground waters and wherever necessary to insure stability of the backfilled materials. The method and design specifications of compacting material shall be approved by the Division before acid-forming or toxic-forming materials are covered.
4.14.4Thin Overburden
(1) The provisions of Rule 4.14.4 apply only where there is insufficient spoil and other waste materials available from the area disturbed by surface coal mining operations 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:
(a) Closely resemble the surface configuration of the land prior to mining; or
(b) Blend into and complement the drainage pattern of the surrounding terrain.

These provisions of Rule 4.14.4 apply only when surface mining activities cannot be carried out to comply with Rule 4.14.1 to achieve the approximate original contour.

(2) In surface mining activities carried out continuously in the same limited pit area for more than 1 year from the day coal-removal operations begin and where the volume of all available spoil and suitable waste materials over the permit 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:
(a) 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 1.3, and to provide adequate drainage and long-term stability of the regraded areas and cover all acid-forming and toxic-forming materials;
(b) Eliminate highwalls by grading or backfilling to stable slopes not steeper than 1v:2h (50 percent), or such lesser slopes as the Division may specify to reduce erosion, maintain the hydrologic balance, or allow the approved post mining land use;
(c) Haul or convey, backfill, grade, and revegetate in accordance with 4.15, to achieve an ecologically sound land use compatible with the prevailing use in unmined areas surrounding the permit area; and
(d) Haul or convey, backfill, and grade, to ensure impoundments are constructed only where:
(i) It has been demonstrated to the Division's satisfaction that all requirements of 4.15 have been met; and
(ii) The impoundments have been approved by the Division as suitable for the approved post mining land use and as meeting the requirements of these Rules and all other applicable Federal and State laws and regulations.
4.14.5Thick Overburden
(1) The provisions of Rule 4.14.5 apply only where there is more than sufficient spoil and other waste materials available from the area disturbed by surface coal mining operations 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:
(a) Closely resemble the surface configuration of the land prior to mining; or
(b) Blend into and complement the drainage pattern of the surrounding terrain.

The provisions of Rule 4.14.5 apply only when surface mining activities cannot be carried out to comply with Rule 4.14.1 to achieve the approximate original contour.

(2) In surface mining activities where the volume of spoil over the permit 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:
(a) Haul or convey, backfill, and grade all spoil and wastes, not required to achieve the approximate original contour of the permit area, to the lowest practicable stable grade, to achieve a static factor of safety of 1.3 and cover all acid-forming and other toxic-forming materials;
(b) Haul or convey, backfill, and grade excess spoil and wastes only within the permit area and dispose of such materials in accordance with 4.09;
(c) Haul or convey, backfill, and grade excess spoil and wastes to maintain the hydrologic balance, in accordance with 4.05 and to provide long-term stability by preventing slides, erosion and water pollution;
(d) Haul or convey, backfill, grade, and revegetate wastes and excess spoil to achieve an ecologically sound land use approved by the Division as compatible with the prevailing land uses in unmined areas surrounding the permit area;
(e) Eliminate all highwalls and depressions by backfilling with spoil and suitable waste materials; and
(f) Meet all the revegetation requirements of 4.15 for all disturbed areas.
4.14.6Regrading or Stabilizing Rills and Gullies

Rills and gullies, which form in areas that have been regraded and top soiled shall be filled, regraded, or otherwise stabilized when such rills and gullies: 120(2)(d)

(1) Disrupt the approved post mining land use;
(2) Prohibit successful revegetation; or
(3) Cause or contribute to a violation of water quality standards for a receiving stream.
4.15 REVEGETATION
4.15.1General Requirements.
(1) Each person who conducts surface coal mining operations shall establish on all affected land a diverse, effective and permanent vegetation cover of the same seasonal variety native to the area of disturbed land, or species that support the approved post mining land use. This vegetation cover shall meet the requirements of 4.15.2. For areas designated as prime farmland, the requirements of 4.25 shall be met. 120(2)(b) 120(2)(c) 120(2)(d) 120(2)(e)
(2) All revegetation shall be in compliance with the plans submitted under 2.05.3 and 2.05.4, as approved by the Division in the permit, and carried out in a manner that encourages the prompt establishment of vegetation cover and recovery of productivity levels compatible with the approved post mining land use.
(a) The reclamation of all disturbed land, except water areas, surface areas of roads, and other facilities that are approved as a part of the post mining land use, shall include seeding or planting to achieve a permanent vegetation cover as specified in (1) above.
(b) The vegetation cover shall be capable of stabilizing the soil surface to achieve erosion control equal to or greater than pre mining levels.
(c) If the approved post mining land use is cropland, planting of the crops normally grown in the area will meet the requirements of paragraphs (1) and (2)(a) above.
(d) If fish and wildlife is to be a planned post mining land use in accordance with 2.05.5, the requirements of 4.18(5)(i) shall be satisfied as appropriate and as approved by the Division to achieve and complement the planned uses.
(3) Each person who conducts surface coal mining operations shall maintain any necessary fences and utilize proper management practices.
(4) Each person who conducts coal mining operations shall monitor revegetation as required by the Division. The extent, scope and frequency of monitoring required shall be based upon good cause shown by the Division taking into consideration the specific conditions at the site. Such monitoring may employ methods different from those used in baseline vegetation data collection or evaluation of revegetation success. Monitoring need not meet statistical adequacy requirements, but shall represent the revegetated area. The Division's use of the data shall not provide a basis for determinations of revegetation success.
(5) Each operator shall submit a weed management plan that will become part of the permit requirements. Species to be considered shall be noxious weeds as set forth in the permit. The plan shall also address invasion of other weed species that seriously threaten the continued development of desired vegetation. Weed control methods shall also be used whenever the inhabitation of the disturbed area by weeds threatens further spread of weeds to nearby areas.
4.15.2Use of Species.

Plant species may be approved for use only if the species meet the following criteria:

(1) The species are compatible with the plant and animal species of the area;
(2) The species meet the requirements of applicable State and Federal seed or introduced species statutes and are not poisonous or noxious; and
(3) Introduced species may be used after appropriate field trials and/or relevant technical literature have demonstrated that the introduced species are desirable and necessary to achieve the approved post mining land use.
4.15.3Seeding and Planting.
(1) Seeding and planting of disturbed areas shall be conducted during the first normal period for favorable planting conditions after final preparation for seeding or planting. The normal period for favorable planting shall be that planting time generally accepted locally for the type of plant materials selected.
(2) The permittee shall utilize seeds, seedlings or other plant materials adapted to the area, i.e. from a seed source of similar habitat when available in sufficient quality and quantity.
4.15.4Mulching and Other Soil Stabilizing Practices.
(1) Soil stabilizing practices approved by the Division shall be used on all regraded and top soiled areas.
(2) When required by the regulatory authority, mulches shall be mechanically or chemically anchored to the soil surface to assure effective protection of the soil and vegetation.
(3) A cover crop may be used in place of or in conjunction with mulch, when the Division determines that it will provide adequate soil erosion control and will later be replaced by perennial species approved for the post mining land use.
(4) When approved by the Division, chemical soil stabilizers alone, or in combination with appropriate mulches, may be used to meet temporary soil stabilization requirements.
4.15.5Grazing.
(1) Domestic livestock grazing must not commence until one year after seeding or planting and shall be managed to promote the post mining land use.
(2) In no case shall grazing be allowed to preclude or interfere with post mining vegetation sampling as required in 4.15.8.
4.15.6Field Trials.
(1) The permittee shall be encouraged to establish small test plots of limited planned duration, intended to assess the effectiveness of proposed or ongoing revegetation plans. These field trials may include tests of various aspects of the plan such as different seed mixes, alternative soil stabilization procedures and variations in seeding or planting times. The Division shall comment on the design and appropriateness of the field trials.
(2) Such test plots shall not be considered experimental practices, as defined in 2.06.2.
(3) In certain instances, where the Division has identified a potential concern with respect to one or more aspects of the proposed revegetation plan, the Division may require field trials as described in (1) above.
4.15.7Determining Revegetation Success: General Requirements and Standards
(1) Success of revegetation shall be measured by the techniques identified in these rules.
(2) The plan for revegetation required as part of a permit application in 2.05.4(2)(e) includes a description of measures proposed to be used to determine the success of revegetation. Such description shall, at a minimum, contain the following information:
(a) A discussion of the applicable success criteria under 4.15.8, 4.15.9 or 4.15.10, and how the revegetation plan will allow for these success criteria to be met;
(b) Design approaches and methods to be used in the measurement and sampling of all applicable parameters such as vegetative cover and productivity, species diversity and woody plant density, and how the applicable measurement and sampling requirements of 4.15.11 will be met;
(c) Statistical demonstrations to be performed and how the demonstrations comply with 4.15.11.
(d) A discussion of the comparisons to be made between the reclaimed and undisturbed areas in order to demonstrate that the success criteria in Rules 4.15.8, 4.15.9 or 4.15.10 have been met. Upon approval of the Division, such comparisons of vegetative cover and herbaceous productivity, woody plant density, species diversity, seasonal variety or other applicable parameters shall be based on one or more of the following:
(i) Reference areas as described in 4.15.7(3);
(ii) Standards of vegetative cover or herbaceous productivity, or other applicable parameters, established by reference to technical documents of the United States Department of Agriculture, United States Department of Interior, or other authorities. These documents must be approved by the Division;
(iii) Standards, based on pre-mining data, for the evaluation of species diversity, woody plant density, or seasonal variety on the reclaimed surface;
(iv) Standards, based on pre-mining data, for evaluation of vegetative cover or herbaceous productivity, for those plant communities which the Division determines are minor significance within the permit area and do not constitute critical or unique habitat;
(v) Standards, based on reference to a historic record of pre-mining conditions for the land to be disturbed, for vegetative cover and herbaceous productivity, or other applicable parameters. Such standards must be derived from statistically adequate samples collected over a period of several years;
(vi) Standards, for permit areas totalling 40 acres or less in size or for underground mines where the total area to be affected by surface operations or facilities is 40 acres or less, based on pre-mining data for the area to be disturbed which are obtained from statistically valid sampling procedures and collection methods. The pre-mine data must be representative of local conditions for land under proper management.
(3) In those cases where reference areas are to be used to determine the success of revegetation, these must be approved by the Division as a part of the permit according to the following criteria:
(a) Reference areas shall be selected to be representative of each plant community, as defined in 2.04.10, present within the area to be disturbed, unless otherwise approved by the Division.
(b) The permittee shall demonstrate statistically, to the satisfaction of the Division, that each proposed reference area is comparable to its equivalent area to be disturbed in terms of vegetative cover and herbaceous productivity and other applicable parameters with the following exceptions:
(i) Where cropland is the approved post mining land use, the permittee need only demonstrate that the proposed reference area is comparable to the equivalent area to be disturbed in terms of crop production.
(ii) Where post-mining land use of the area to be disturbed will be different than pre - mining land use, the permittee must demonstrate that the reference area selected is suitable for evaluation of the alternative approved post-mining land use and representative of vegetation characteristic of properly managed lands in the vicinity of the permit area, with similar ecological site conditions. Selection of a separate reference area representative of each plant community present within the area to be disturbed is not required. More than one reference area for a particular post-mining land use may be required to be representative of differing ecological sites in the permit area as determined by pre-mining inventories and the reclamation plan. The demonstration of statistical equivalency with pre-mining disturbed area cover and herbaceous production is not required.

The permittee must demonstrate that management of the reference area will be under the permittee's control and, will remain under the permittee's control throughout the period of extended liability under the performance bond requirements of 3.02.3.

(iii) Where the planned post-mining land use will be the same as the pre-mining land use, but the vegetation community structure of the area to be disturbed will differ significantly from pre-mining, a reference area may be selected based on its approximation of vegetation characteristics which reflect reclamation plan objectives, rather than its similarity to pre-mining vegetation.

In such cases, selection of a separate reference area representative of each plant community present within the area to be disturbed is not required. Consequently, the demonstration of statistical equivalency for vegetation cover and herbaceous production between the reference area and a particular plant community, which will not be replaced, is not required.

Such reference areas will be approved only when the permittee has demonstrated that the altered vegetation community structure will be as effective as pre-mining vegetation in meeting the post-mining land use needs, and in controlling erosion.

The permittee must demonstrate that the reference area selected reflects proper land management and is representative of the ecological site conditions for the reclaimed area as determined by pre-mining inventories and the reclamation plan.

The permittee must demonstrate that management of the reference area will be under the permittee's control and, will remain under the permittee's control throughout the period of extended liability under the performance bond requirements of 3.02.3.

(c) The size of the reference area(s) shall be sufficient to allow for valid comparisons with the revegetated area;
(d) Reference areas shall be managed in a manner which is in accordance with the approved post mining land use for the area to be mined;
(e) In those instances where fencing of the reference areas is necessary to meet the management requirements of (d) above, a buffer zone shall be included within the fence, adequate to eliminate edge effects; and
(f) During any year when vegetation sampling related to a bond release application is conducted by the permittee, the reference area(s) and revegetated area(s) shall receive the same management.
(4) The primary methods by which reference areas may be utilized, upon approval of the Division, to determine revegetation success are:
(a) For reference areas as described in 4.15.7(3)(a) and (b)(i), comparison of an individual reference area representative of a certain plant community which existed on the pre mining surface with the corresponding plant community planted on the revegetated surface.
(b) For reference areas as described in 4.15.7(3)(a) and (b)(i), comparisons of weighted averages between reference areas and revegetated areas. In such a weighting technique, a single comparison would be made between all reference areas and the entire revegetated area, and would be based on the relative area occupied by each plant community in the pre mining surface.
(c) For reference areas as described in 4.15.7(3)(b)(ii) and (iii), comparison of an individual reference area representative of a specified ecological site based on soil, elevation and topographic characteristics with a corresponding site on the revegetated surface.
(d) For reference areas as described in 4.15.7(3)(b)(ii) and (iii), comparisons of weighted averages between reference areas and revegetated areas. In such a weighting technique, a single comparison would be made between all reference areas and the entire revegetated area, and would be based on the relative area occupied by each ecological site on the revegetated surface.
(5) The liability period under the performance bond requirements of 3.02.3 begins after the last year of augmented seeding, fertilization, irrigation or other work. The liability period shall continue for not less than either five (5) or ten (10) years, as appropriate, as described in 3.02.3 .

For grazingland, pastureland, or cropland, applicable revegetation success standards shall be demonstrated during the growing season of any two years following year six, where the minimum ten year liability period applies, pursuant to Rule 3.02.3; but bond release cannot be approved prior to year ten. Such standards shall be demonstrated during any two growing seasons except the first year of the liability period, where the minimum five year liability period applies, pursuant to Rule 3.02.3.

For areas approved for Forestry, Recreation, Wildlife Habitat, or Undeveloped Land post mining land use, applicable success standards shall be demonstrated during any growing season after year nine of the liability period, where the minimum ten year liability period applies. Such standards shall be demonstrated during any two growing seasons except the first year of the liability period, where the minimum five year liability period applies, pursuant to Rule 3.02.3.

For areas approved for a post mining land use of Rangeland, the success of cover, diversity, and herbaceous production shall be demonstrated during the growing season of any two years following year six, where the minimum ten year liability period applies, pursuant to Rule 3.02.3; but bond release cannot be approved prior to year ten. Such standards shall be demonstrated during any two growing seasons except the first year of the liability period, where the minimum five year liability period applies, pursuant to Rule 3.02.3. The success of woody plant reestablishment shall be demonstrated during any growing season after year nine, where the minimum ten year liability period applies, pursuant to Rule 3.02.3. Woody plant reestablishment success shall be demonstrated during any growing season after year four of the liability period, where the minimum five year liability period applies, pursuant to Rule 3.02.3.

The liability period shall re-initiate whenever augmented seeding, planting, fertilization, irrigation, or other augmentive work is required or conducted. Management activities that are not augmentive and are approved as normal husbandry practices may be conducted without reinitiating the liability period under the following specified conditions:

(a) Repair of rills and gullies of limited areal extent, which do not result from deficient backfilling and grading or deficient surface drainage design or implementation, is a normal husbandry practice. To be considered of limited areal extent, no more than five percent of the acreage initially revegetated during any one year shall be reaffected by rill and gully repair or revegetation. Revegetation treatments specifically necessitated by repair activities are part of these practices. The nature, location and extent of erosion repair work must be fully described in the annual reclamation report.
(b) Weed control measures conducted in compliance with the "Colorado Weed Management Act" (§ 35-5.5-115) and the Division's "Guideline for the Management of Noxious Weeds on Coal Mine Permit Areas" are considered normal husbandry practices. The revegetation specifically necessitated by such measures and approved by the Division shall not re-initiate the liability period, if less than five percent of the acreage initially reclaimed in any one year is revegetated. The location and extent of such revegetation must be fully described in the annual reclamation report.

The "Colorado Weed Management Act" (§ 35-5.5-115) and the Division's "Guideline for the Management of Noxious Weeds on Coal Mine Permit Areas" are hereby incorporated by reference as they existed on the date of these regulations. This rule does not include later amendments to or editions of the incorporated material. Copies of the Weed Management Act are available on the Department of Agriculture's, Division of Plant Materials web site. The Guideline for Management of Noxious Weeds on Coal Mine Permit Areas is available on the Division's web site. Both documents are also available at cost upon request from the Division and are available at the Division's Denver office.

(c) Annual seeding, cultivation, fertilization, and irrigation associated with production of annual crops are considered to be normal husbandry practices when such practices are consistent with normal or prudent management in the region and could reasonably be expected to occur after final bond release. Documentation that irrigation and fertilization rates and methods are appropriate shall be based on applicable publications of the Cooperative Extension Service of Colorado State University, the Colorado Department of Agriculture, or the United States Department of Agriculture, or the written recommendations of the Colorado State University Cooperative Extension director for the county in which the mine is located.
(d) Fertilization and irrigation, annual tillage and leveling, and periodic stand renewal including major tillage and reseeding associated with perennial alfalfa or grass hay cropland are considered to be normal husbandry practices when such practices are consistent with normal or prudent management in the region and could reasonably be expected to occur after final bond release. Documentation that fertilization and irrigation application rates and methods are appropriate, and that the other practices addressed are reasonable or necessary is required. Such documentation shall be based on applicable publications of the Cooperative Extension Service of Colorado State University, the Colorado Department of Agriculture, or the United States Department of Agriculture, or the written recommendations of the Colorado State University Cooperative Extension director for the county in which the mine is located.
(e) Fertilization, interseeding, and irrigation associated with pasture land forage production are considered to be normal husbandry practices when such practices are consistent with normal or prudent management in the region and could reasonably be expected to occur after final bond release. Documentation that irrigation, interseeding, and fertilization application rates and methods are appropriate shall be based on applicable publications, or site-specific written recommendations of the Cooperative Extension Service of Colorado State University, the Colorado Department of Agriculture, or the United States Department of Agriculture.
(f) When tree or shrub establishment is required, limited replanting shall be permitted within the first four years of any ten year liability period, upon approval by the Division. The cumulative total number of trees or shrubs transplanted pursuant to this rule shall not exceed twenty percent of the approved standard applicable to the reclaimed parcel. The nature, location and extent of any additional tree or shrub transplanting shall be fully described in the annual reclamation report.
(g) Interseeding is considered a normal husbandry practice to enhance species or life form diversity on rangeland, grazingland, or wildlife habitat. Interseeding is not an allowable substitute for complete reseeding when a stand is dominated by species which do not support the approved post mine land use, or when vegetation cover is deficient and excessive erosion has resulted. Interseeding shall be permitted within the first four years of any ten-year liability period, upon approval by the Division. The nature, location and extent of the interseeding must be fully described in the annual reclamation report.

Interseeding is defined as a tool to enhance the diversity of established vegetation. Forb, shrub, and grass species native to the area are considered acceptable. The exact species to be used depends upon the post mining land use. Interseeding only applies to lands where vegetation is established and no other management tools are necessary. In contrast, augmented seeding is reseeding with fertilizer or irrigation, or in response to an unsuccessful reclaimed parcel. If a reclaimed parcel is deficient in vegetative cover due to insufficient moisture, poor germination or improper planting methodologies, augmented seeding would be necessary and the ten year liability period is reinitiated.

4.15.8Revegetation Success Criteria
(1) Rule 4.15.8 defines the success criteria which must be met for the post mining vegetation to be judged adequate for final bond release. Exceptions to the requirements of 4.15.8 may be granted only under the following conditions:
(a) If the approved post mining land use is cropland, the requirements of 4.15.9 shall apply; or
(b) In the case of previously mined lands or areas to be developed for industrial or residential use, the requirements of 4.15.10 shall apply.
(2) Within 4.15.8, applicable success criteria are based on the approved post mining land use as follows:
(a) If the approved post mining land use is grazingland or pastureland, applicable vegetation success criteria shall include vegetation cover and herbaceous production.
(b) If the approved post mining land use is recreation, fish and wildlife habitat, or undeveloped land, applicable vegetation success criteria shall include woody plant density, species diversity, and vegetation cover.
(c) If the approved post mining land use is forestry, applicable success criteria shall include tree stocking density, and vegetation cover.
(d) If the approved post mining land use is rangeland, applicable success criteria shall include vegetation cover, herbaceous production, species diversity and woody plant density.
(3) Vegetative cover and herbaceous production, species diversity and woody plant density on the reclaimed surface (applicable criteria based on approved post mining land use pursuant to Rule 4.15.8 Shall be at least equal to (as defined below) the vegetative cover and herbaceous production, species diversity and woody plant density of living plants on the approved reference area or to the standards established in 4.15.7(2)(d). In addition, the vegetation on the reclaimed area shall be of the same seasonal variety native to the area of disturbed land, or shall consist of species that support the approved post mining land use.
(4)
(a) For vegetative cover the revegetated area shall be considered acceptable if statistically adequate sampling and testing pursuant to 4.15.11 demonstrate that the revegetated area cover is not less than 90 percent of the reference area cover or 90 percent of the approved standard or that the revegetated area cover exceeds 90 percent of the reference area cover or 90 percent of the approved standard, unless the Division makes a finding that:
(i) A higher percentage of herbaceous cover than existed before mining is practicable and is desirable for reducing erosion; or
(ii) A lower percentage of herbaceous cover is advisable where there is danger that herbaceous vegetation will out-compete the woody vegetation and hinder its successful establishment, and the lower percentage will be adequate for erosion control.
(b) For purposes of 4.15.8, cover means either canopy or basal cover of living herbaceous or herbaceous and woody vegetation.
(5) For herbaceous production the revegetated area shall be considered acceptable if statistically adequate sampling and testing (or complete harvest) pursuant to Rule 4.15.11 demonstrate that the revegetated area production is not less than 90 percent of the reference area production or 90 percent of the approved standard, or that the revegetated area production exceeds 90 percent of the reference area production or 90 percent of the approved standard. Production shall be measured as current year above-ground biomass of herbaceous vegetation on grazingland, rangeland, pasture land, or for forage crops. For grain crops, or other non-forage crops, measurement of production shall be limited to the primary harvestable commodity.
(6) The permittee shall be required to demonstrate, using techniques approved by the Division, that adequate species diversity has been achieved on the revegetated area. Such techniques may include, but not be limited to, diversity indices and/or comparisons of species composition (based on cover or production) between the reclaimed area and the undisturbed vegetation.
(7) The permittee shall be required to demonstrate, using techniques approved by the Division, that the vegetation on the reclaimed surface consists of a mixture of the species of the same seasonal variety native to the area of disturbed land, or of species that support the approved post mining land use. The vegetation on the reclaimed surface must be of equal or superior utility for the approved post mining land use when compared with the utility of naturally occurring vegetation during each season of the year.
(8) For areas with a fish and wildlife habitat, rangeland, or recreation post-mining land use, establishment of woody plants on the revegetated area shall be considered acceptable if a complete census demonstrates that woody plant density exceeds 90 percent of the approved standard. Alternatively, statistically valid sampling and testing pursuant to Rule 4.15.11 shall be used to demonstrate that woody plant density mean is not less than 90 percent of the reference area or 90 percent of the approved standard, or that the woody plant density mean exceeds 90 percent of the reference area or 90 percent of the approved standard, or that the woody plant density median exceeds 70 percent of the approved technical standard. For areas with a rangeland or wildlife post mining land use minimum stocking levels, planting arrangements, and methods for mitigation of potential adverse impacts must be determined on the basis of local and regional conditions after consultation with the and approval by the Colorado Division of Wildlife.
(a) For the purposes of 4.15.8, density shall be determined by the number of countable tree and shrub stems per unit area. A countable tree or shrub stem means a woody plant stem that can be used in the calculation of density under the following criteria:
(i) The tree or shrub shall be in place at least two growing seasons;
(ii) The tree or shrub stem shall be alive and healthy;
(iii) The stems to be counted, will be determined by methods approved by the Division based on species characteristics.
(b) For areas with a fish and wildlife, rangeland, or recreation post mining land use initially seeded after November 30, 2005, demonstrations of successful establishment of woody plants shall include documentation showing that all required woody plant establishment efforts were completed during the first four years of the liability period. Any natural woody plant regeneration will count towards the success standard.
(9) Where the approved post mining land use is forestry, the revegetated area will be stocked using documented local and regional reforestation practices of appropriate State or Federal agencies for the species to be planted in the commercial forest, with the exception that, where no such practices exist, the minimum acceptable stocking rate shall be 450 trees per acre. The stocking rate and planting arrangement for commercial tree species shall be approved by the State Forester. Establishment of the trees shall be considered acceptable if the density is not less than 90 percent of the standard. Stocking rates shall be determined on the basis of countable trees which can be used in the calculation of density under the following criteria:
(a) The tree shall be of a species deemed appropriate for the forestry post-mine land use by the Division;
(b) The tree shall be alive and healthy and shall have been in place at least two growing seasons; and
(c) At the time of final bond release, at least 80 percent of the trees used to determine such success shall have been in place for at least 60 percent of the minimum period of liability, as described in 3.02.3.
4.15.9Revegetation Success Criteria: Cropland

For areas to be used as cropland, success of revegetation shall be determined on the basis of crop production from the mined area as compared to approved reference areas or other approved standard(s). Crop production from the mined area shall not be less than that of the approved reference area or standard during the growing season of any two years following year six, where minimum 10 year liability period applies, pursuant to 3.02.3; but bond release cannot be approved prior to year 10. This liability period shall commence on the date of initial planting of the crop being grown. Production shall be considered equal if it is not less than 90% of the production as determined from the reference area or approved standard based on applicable demonstration methods of 4.15.11.

4.15.10Revegetation Success Criteria: Previously Mined Lands; Areas to be Developed for Industrial or Residential Use.
(1) For previously mined areas that were not reclaimed to the requirements of these Rules as a minimum ground cover of living plants shall not be less than can be supported by the best available topsoil or other suitable material in the reaffected areas, shall not be less than the ground cover existing before redisturbance, and shall be adequate to control erosion;
(2) With the exception of areas specified in 4.15.10(3), for areas to be developed for industrial or commercial, or residential use less than 2 years after regrading is completed, or less than 2 years after approval of such use, whichever is later, the ground cover of living plants shall not be less than required to control erosion. Final bond release shall not occur prior to satisfactory cover establishment.
(3) For mine support facilities located within areas where the pre-mining land use was industrial or commercial, and the approved post-mining land use is industrial or commercial, the vegetation requirement of 4.15.10(2) may be waived if requested in writing by the landowner, and if the Division determines that revegetation is not necessary to control erosion.
4.15.11Revegetation Sampling Methods and Statistical Demonstrations for Revegetation Success
(1) All aspects of the vegetation sampling program must be conducted to ensure a repeatable, unbiased estimate of the appropriate population parameter. Consistency in sampling shall be required in comparisons between the reclaimed area and the undisturbed areas. Both random and systematic sampling designs are acceptable. Double sampling (involving measurements and estimations as equivalent sample data) is not acceptable.

Total harvest success demonstration can be substituted for herbaceous production sampling; and total woody plant count (complete census) can be substituted for woody plant density sampling, upon approval by the Division, based on demonstration that the total harvest or census method employed is appropriate and practicable, and no less effective than statistically valid sampling.

(a) Vegetation cover shall be sampled using one of the following methods.
(i) Point intercept in which the observational unit is a series of points along a transect. The transect is a minimum of 5 meters in length, with at least 50 data points at regular intervals along the transect. A point sampling device supported by a rigid frame must be utilized to ensure unbiased point placement; or
(ii) Line intercept in which the observational unit is a transect tape at least 5 meters in length; or
(iii) Quadrat sampling in which the observational unit is a plot frame at least 1/4 square meter and large enough to encompass individual plants of the larger species being sampled. Quadrats can be distributed independent of transects or treated as subsamples when associated with other quadrats along a transect. Plot frames must be marked in discrete increments appropriate for the level of accuracy required for unbiased, repeatable estimates of cover by species.
(b) Herbaceous Production shall be sampled using one of the following methods.
(i) Quadrat sampling in which the observational unit is a rectangular or circular plot frame at least 1/4 square meter and large enough to encompass individual plants of the larger species being sampled. Production estimates are made by clipping current annual growth of herbaceous, non-woody, species within each quadrat, and bagging, drying and weighing the clippings. Drying must be consistent with the technical standard where applicable (i.e. air-dry or oven-dry). Where reference areas are used, samples will be dried at 105 degrees Celsius to constant weight. For non-forage crops such as grain, fruit or vegetables, the plant material sampled shall be restricted to the harvested commodity. Quadrats can be distributed independent of transects or treated as subsamples when associated with other quadrats along a transect. If quadrats are used to sample non-forage crops such as grain, fruit, or vegetable crops, the plant material sampled shall be restricted to the primary harvested commodity; or
(ii) Total harvest method. If the total harvest method is used for non forage crops such as grain, fruit, or vegetable crops, the plant material sampled shall be restricted to the harvested comodity.
(c) Woody plant density shall be sampled using one of the following methods.
(i) Belt transects which are elongate quadrats at least 1 meter wide by at least 5 meters long. Woody plants rooted in the quadrat are counted.
(ii) Circular or rectangular quadrats at least one meter squared which can be distributed independent of transects or treated as subsamples when associated with other quadrats along a transect. Woody plants rooted in the quadrat are counted.
(2) Demonstrations of sample adequacy and revegetation success for cover and productivity shall be made with one of the following statistically valid approaches in (a), (b), (c), or (d). Demonstrations of sample adequacy and revegetation success for woody plant density shall be made with one of the following statistically valid approaches in (a), (b), (c), or (d), or with one of the alternative approaches specified 4.15.11(3).
(a) If the reclaimed area sample mean is equal to or greater than 90 percent of the relevant success standard, success may be demonstrated by direct comparison if sample size adequacy is demonstrated by the formula below. A minimum of 15 sample observations shall be taken even if statistical sample adequacy is achieved with fewer observations.

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(b) If the reclaimed area sample mean is less than 90 percent of the relevant standard, a one sided t-test with alpha error probability of 0.10 shall be used to demonstrate that the reclaimed area mean is not less than 90 percent of the applicable success standard with 90 percent statistical confidence. If the basic assumption, or null hypothesis, of equality between the reclaimed area and 90 percent of the standard is not rejected by the test, then reclamation is considered successful for the parameter tested. This is the "standard null" hypothesis approach to the t-test. Sample size adequacy must be demonstrated using the formula in (a) above. A minimum of 15 sample observations shall be taken even if statistical sample adequacy is achieved with fewer observations. The general form of the "standard null" t-test is:

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(c) If the reclaimed area sample mean is greater than 90 percent of the standard, and sample adequacy is not demonstrated using the formula in (a), success may be demonstrated by use of the "reverse" null hypothesis. Under the reverse null approach, a one sided t-test with alpha error probability of 0.20, is used to demonstrate that the reclaimed area mean is greater than 90 percent of the relevant success standard with 80 percent statistical confidence. The basic assumption, or null hypothesis, is that the reclaimed area mean is less than or equal to 90 percent of the standard. If the null hypothesis of equality is rejected by the test, then reclamation is considered successful for the parameter tested. A minimum sample size of thirty is required. The general form of the "reverse null" t-test is:

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The null hypothesis being tested is that the bond release block mean ([MICRO]) is less than or equal to 90% of the standard, stated as Ho: [MICRO] [LESS THAN EQUAL TO] Q.

If tc is greater than the 1-tailed t table value for alpha error probability of .20, with (n-1) degrees of freedom (infinite degrees of freedom may be used if n>30), then Ho is rejected, and revegetation is deemed successful.

The general form of the reverse null (presented above) is for a one sample t-test, which is valid when sample adequacy is achieved in the reference area. A two sample t-test (with Satterthwaite corrected standard error and degrees of freedom) is required if sample adequacy is not achieved in the reference area. In the latter case, a minimum sample size of 30 is required in the reference area as well as in the reclaimed area.

(d) As approved by the Division, techniques for sample adequacy and statistical tests are allowed for determining reclamation success from the document "Evaluation and Comparison of Hypothesis Testing Techniques for Bond Release Applications", May 28, 2003, prepared by McDonald, Howlin, Polyakova and Bilbrough, for the Wyoming Abandoned Coal Mine Lands Research Program. This document is hereby incorporated by reference as it exists on the date of these regulations. This rule does not include later amendments to or editions of the incorporated material. Certified copies of the document are available at cost upon request from the Division and are available for inspection at the Division's Denver Office and on the Division's website. The Division Director can provide further information regarding how the incorporated material may be obtained or examined.
(3) Demonstrations of sample adequacy and revegetation success for woody plant density may be made with one of the following valid approaches, in lieu of the approaches in (2) above.
(a) A reverse null approach based on the median, as set forth below, is allowable. In this approach, it must be demonstrated that the lower 80 percent confidence limit on the reclaimed area median is greater than 70 percent of the relevant success standard. A minimum sample size of thirty is required.

Step 1: Rank sample observation values in ascending order from 1 to n.

Step 2: Calculate approximate lower 80% confidence limit on the median with the following formula (from Gilbert, 1987. Statistical Methods for Environmental Pollution Monitoring. See Page 142, Equation 11.13 and related narrative. This book is hereby incorporated by reference as it existed on the date of adoption of these rules and does not include later revisions to the book. The book can be viewed at the Division as set forth in Rule 1.01(9)).

L = p(n+1)- Z [np (1-p)] 1/2

Where:

L = order statistic corresponding to the one sided lower 80% confidence limit p = .5 (e.g. the .5 quantile, or median)

n = sample size

Z = 0.842 (the t-table value for infinite degrees of freedom for 1 sided test; alpha = .20)

Note that the value for L will be an order statistic, and likely will not be an integer. If L is an integer (for example, 12) the lower confidence limit is the 12th ranked value in the data set. In the more likely event that L is not an integer, the limit is obtained by linear interpolation between the closest order statistics. For example, if L = 11.506, then the lower confidence limit is the value that is 50.6% of the way between the 11th and 12th order statistics.

(b) If the reclaimed area sample mean is equal to or greater than 90 percent of the relevant success standard, but sample adequacy is not achieved using the formula in 4.15.11(2)(a) above, success may be demonstrated by direct comparison and sample adequacy may be established by a minimum sample size of 75, and minimum quadrat size of 100 square meters.
4.16post mining LAND USE
4.16.1General.

All areas affected by surface coal mining operations shall be restored in a timely manner: 120(2)(b) 121(2)(j)

(1) To conditions that are capable of supporting the uses which they were capable of supporting before any mining; or
(2) To higher or better uses achievable under criteria and procedures of 4.16.
4.16.2Determining post mining Use of Land.

The post mining land use shall be determined after consideration for the use(s) before any mining and the appropriateness of such use(s) based on the land's capability.

(1) The post mining land use for land that has been previously mined and not reclaimed shall be determined on the basis of the uses which the land was capable of supporting prior to any mining or of the higher and better uses that can be achieved and are compatible with surrounding areas.
(2) The post mining land use for land that has received improper management shall be judged on the basis of the pre mining use of surrounding lands that have received proper management. If such lands are not available for comparison, the standard by which post mining land use will be set will be determined by the Division.
(3) If the pre mining use of the land was changed within 5 years of the beginning of mining, the Division may require the post mining use to be determined from the historic use of the land instead of its use immediately preceding mining.
4.16.3Alternative Land Uses

Alternative land uses may be approved by the Division after consultation with the landowner or the land-management agency having jurisdiction over the lands, if the following criteria are met:

(1) The proposed post mining land use is compatible with adjacent land use and, where applicable, with existing local, State, or Federal land use policies and plans: any required approval, including any necessary zoning or other changes required for land by local, State or Federal land management agencies, shall be obtained and remain valid throughout the surface coal mining operations.
(2) Where necessary, specific plans shall be prepared and submitted to the Division which show the feasibility of the post mining land use as related to projected land use trends and markets including a schedule showing how the proposed use will be developed and achieved within a reasonable time after mining and will be sustained. The Division may require appropriate demonstrations to show that the planned procedures are feasible, reasonable, and integrated with mining and reclamation, and that the plans would result in successful reclamation.
(3) The proposed use will not present actual or probable hazard to public health or safety nor will it pose actual or probable threat of water flow diminution or pollution contrary to State or Federal laws, Rules or Regulations.
(4) The use shall not involve unreasonable delays in reclamation.
(5) Necessary approval of measures to prevent or mitigate adverse effects on fish, wildlife, and related environmental values and threatened or endangered plants shall be obtained from the Division and appropriate State and Federal fish and wildlife management agencies. Such agencies shall have a 60-day period in which to review the plan before surface coal mining operations begins.
(6) Proposals to change pre mining land uses of rangeland, grazingland, fish and wildlife habitat, forest land, hayland, or pasture to a post mining cropland would require continuous maintenance such as seeding, plowing, cultivation, fertilization, or other similar practices to be practicable or to comply with applicable Federal, State, and local laws, shall be reviewed by the Division to ensure that:
(a) There is sufficient water available and committed to maintain crop production; and
(b) Topsoil quality and depth are sufficient to support the proposed use.
4.17AIR RESOURCE PROTECTION

Each person who conducts surface coal mining and reclamation operations shall stabilize and protect all surface areas, including spoil piles, to effectively control erosion and attendant air pollution and shall conduct such operations in such a manner so as to comply with all applicable State and Federal air quality statutes and regulations.

4.18PROTECTION OF FISH, WILDLIFE, AND RELATED ENVIRONMENTAL VALUES
(1) Any person conducting surface coal mining operations shall, to the extent possible using the best technology currently available, minimize disturbances and adverse impacts of the operations on fish, wildlife, and related environmental values, and, where practicable, achieve enhancement of such resources. 120(2)(x) 121(2)(k)
(2) No surface coal mining operations shall be conducted which will or is likely to:
(a) Jeopardize the continued existence of endangered or threatened species listed by the Secretary;
(b) Result in the destruction or adverse modification of designated critical habitats of such species in violation of the Endangered Species Act (16 U. S. C. 1531et seq .), or
(c) Result in the unlawful taking of a bald or golden eagle, its nest, or any of its eggs.
(3)
(a) A person who conducts surface coal mining operations shall promptly report to the Division the presence in the permit area of:
(i) Any threatened or endangered animal or plant species listed or proposed to be listed by the State or Secretary;
(ii) Any critical habitat of any threatened or endangered animal or plant species listed or proposed to be listed by the State or Secretary; or
(iii) Any bald or golden eagle, or nest thereof, of which that person becomes aware and which was not previously reported to the Division by that person.
(b) Upon notification, the Division shall, after consultation with appropriate State and Federal fish and wildlife agencies, identify whether, and under what conditions, the operator may proceed.
(4) A person who conducts surface coal mining operations shall ensure that electric power lines and other transmission facilities used for or incidental to surface mining activities on the permit area are designed and constructed to minimize electrocution hazards to raptors, except where the regulatory authority determines that such requirements are unnecessary.
(5) Each person who conducts surface coal mining operations, to the extent possible using the best technology currently available, shall:
(a) Locate and operate roads so as to avoid or minimize impacts to fish and wildlife species;
(b) Fence roadways where specified by the Division to guide locally important wildlife to roadway underpasses. No new barrier shall be created in known and important wildlife migration routes as identified by the State;
(c) Fence, cover, or use other appropriate methods to exclude wildlife from ponds which contain hazardous concentrations of toxic-forming materials;
(d) Restore, enhance where practicable, or avoid disturbance to habitats of unusually high value for fish and wildlife as identified by the State;
(e) Restore, enhance where practicable, or maintain natural riparian vegetation on the banks of streams, lakes and other wetland areas;
(f) Afford protection to aquatic communities by providing stream channel buffer zones as required in 4.05.18 and 4.20 .4 or restoring stream channels as required in 4.05.4;
(g) Not use persistent pesticides on the area during surface mining and reclamation operations, unless approved by the Division;
(h) To the extent possible, prevent, control, and suppress range, forest, and coal fires which are not approved by the Division as part of a management plan;
(i) In accordance with 4.15.1(2)(d), if fish and wildlife habitat is to be a planned post mining land use designated pursuant to 2.05.5, the operator shall, as appropriate and as approved by the Division:
(i) Select plant species to be used on reclaimed areas, based on the following criteria:
(A) Their proven nutritional value for fish and wildlife,
(B) Their uses as cover for fish and wildlife, and
(C) Their ability to support and enhance fish and wildlife habitat after release of bonds; and
(ii) Distribute plant groupings to maximize benefit to fish and wildlife. Plants should be grouped and distributed in a manner which optimizes edge effect, cover, and other benefits for fish and wildlife;
(j) Where cropland is to be the post mining land use and where appropriate for wildlife and crop management practices, intersperse the fields with trees, hedges, fence rows or areas of natural vegetation throughout the cultivated area to break up large blocks of monoculture or to diversify habitat types for birds and other animals; and
(k) Where the primary land use is to be residential, recreation, or industrial land use, intersperse reclaimed lands with greenbelts utilizing species of grass, shrubs and trees useful as food and cover for birds and small animals, unless such green belts are inconsistent with the approved post mining land use.
4.19PROTECTION OF UNDERGROUND MINING
(1) No surface coal mining activities shall be conducted closer than 500 feet, measured horizontally, of either an active or abandoned underground mine, except that the Division shall permit an operator to mine near, through or partially through an abandoned underground mine or closer to an active underground mine if: 120(2)(1)
(a) The nature, timing, and sequence of the operations are jointly approved by the Division, the Mine Safety and Health Administration or its successor, and the State agency, if any, responsible for the safety of mine workers; and
(b) The activities result in improved resource recovery, abatement of water pollution, or elimination of hazards to the health and safety of the public.
(2) Surface coal mining activities shall be designed to protect disturbed surface areas, including spoil disposal sites, so as not to endanger any present or future operations of either surface or underground mining activities.
4.20SUBSIDENCE CONTROL
4.20.1General Requirements
(1) Underground mining activities shall be planned and conducted so as to maximize mine stability, prevent material subsidence damage, prevent diminution of reasonably foreseeable use of structures and renewable resource lands, and prevent contamination, diminution and interruption of drinking, domestic and residential water supplies, to the extent technologically and economically feasible, so as to maintain the value and reasonably foreseeable use of surface lands. This may be accomplished by leaving adequate coal in place, backfilling, or other measures to support the surface, or by conducting underground mining in a manner that provides for planned and controlled subsidence. Nothing in Rule 4.20 shall be construed to prohibit the standard method of room and pillar mining.
(2) The person engaged in underground mining activities shall comply with all provisions of the subsidence control plan, if required, and approved by the Division in accordance with 2.05.6(6).
(3) At the time of revision to a permit, or for permit renewal, to the extent not previously submitted, the operator shall submit a detailed plan of the underground workings. The plan shall include maps and descriptions, as appropriate, of significant features of the underground mine, including the size, configuration, and approximate location of pillars and entries, extraction ratios, measures taken to prevent or minimize subsidence and related damage, areas of full extraction, and other information requested by the Division for good cause shown. Upon request of the operator, information submitted with the detailed plan may be held confidential, in accordance with Rule 2.07.5(1)(b).
4.20.2Public Notice.

The mining schedule shall be distributed by mail to all owners of property and residents within the area above the underground workings and adjacent areas. Each such person shall be notified by mail at least six months prior to mining beneath his or her property or residence. The notification shall contain, in minimum: 121(1)

(1) Identification of specific areas in which mining will take place;
(2) Dates of mining activities that could cause subsidence and affect specific structures; and
(3) Measures to be taken to prevent or control adverse surface effects.
4.20.3Surface Owner Protection
(1) Each person who conducts underground mining activities must either adopt measures consistent with known technology that prevent subsidence from causing material subsidence damage to the extent technologically and economically feasible, maximize mine stability, and maintain the value and reasonably foreseeable use of surface lands or adopt mining technology that provides for planned subsidence in a predictable and controlled manner.

If a permittee employs mining technology that provides for planned subsidence in a predictable and controlled manner, the permittee must take necessary and prudent measures, consistent with the mining method employed, to minimize material subsidence damage to the extent technologically and economically feasible to non-commercial buildings and occupied residential dwellings and structures related thereto except that measures required to minimize material subsidence damage to such structures are not required if:

(a) The permittee has the written consent of their owners, or
(b) Unless the anticipated damage would constitute a threat to health or safety, the costs of such measures exceed the anticipated costs of repair.
(2) Each person who conducts underground mining activities which result in subsidence that causes material subsidence damage, or reduces the value or reasonably foreseeable use of surface lands, structures or renewable resource lands, or contamination, diminution, or interruption of drinking, domestic or residential water supplies shall, with respect to each of the following surface lands, uses, or water supplies affected by subsidence:
(a) Promptly restore or rehabilitate any surface lands or renewable resource lands for which the value or reasonably foreseeable use has been reduced or which have been materially damaged by subsidence. Such lands shall be restored or rehabilitated to a condition capable of maintaining the value and reasonably foreseeable and appropriate uses they were capable of supporting before subsidence, to the extent technologically and economically feasible.
(b)
(i) Promptly and fully repair, rehabilitate, restore, or replace damaged occupied residential dwellings and related structures or noncommercial buildings; or
(ii) Compensate the owner of the damaged occupied residential dwelling and related structure or noncommercial building in the full amount of the diminution in value resulting from the subsidence. Compensation may be accomplished by the purchase, prior to mining, of a noncancellable, premium-prepaid insurance policy.
(3) In any determination whether damage to protected structures was caused by subsidence from underground mining, all relevant and reasonably available information will be considered by the regulatory authority.
(4) Each person who conducts underground mining activities which result in subsidence that causes material subsidence damage, diminution in the reasonably foreseeable use of use of surface lands, structures, or renewable resource lands, or contamination, diminution, or interruption of drinking, domestic or residential water supplies shall obtain additional performance bond in the amount of the estimated cost of the repairs if the permittee will be repairing, or in the amount of the decrease in value if the permittee will be compensating the owner, or in the amount of the estimated costs to replace the protected drinking, domestic or residential water supply, if the permittee will be replacing the water supply, until the repair, compensation, or replacement is completed. If repair, compensation, or replacement is completed within 90 days of the occurrence of the subsidence related damage, subsidence related diminution in use of surface lands, structures, or renewable resource lands, or the subsidence related contamination, diminution or interruption of drinking, domestic or residential water supplies, additional bond need not be obtained. The Division may extend the 90-day time frame, but not to exceed one year, if the permittee demonstrates and the Division finds in writing that subsidence is not complete, that not all probable subsidence-related material damage has occurred to lands or protected structures, or that not all reasonably anticipated changes have occurred affecting the protected water supply, and that therefore it would be unreasonable to complete within 90 days the repair of the subsidence-related material damage to lands or protected structures, or the replacement of the protected water supply.
(5) Nothing in Rule 4.20.3 shall be deemed to grant or authorize an exercise of power of condemnation or the right of eminent domain by any person engaged in underground mining activities.
4.20.4Buffer Zones
(1) Underground mining activities shall not be conducted beneath or adjacent to any perennial stream, or impoundment having a storage volume of 20 acre-feet or more, or bodies of water with a volume of 20 acre-feet or more unless the Division, on the basis of detailed subsurface information, determines that subsidence will not cause material subsidence damage to streams, water bodies and associated structures. If subsidence causes material subsidence damage, then measures will be taken to the extent technologically and economically feasible to correct the damage and prevent additional subsidence from occurring. If the Division determines that it is necessary in order to minimize the potential for material damage to the features or facilities described above, it may limit the percentage of coal extracted under or adjacent thereto.
(2) Underground mining activities beneath any body of water or aquifer that serves as a significant source of water supply to any public water system shall be conducted so as to avoid disruption of the body of water or aquifer and consequent exchange of water between the body of water or aquifer and other strata. The Division may prohibit mining in the vicinity of the body of water or aquifer or may limit the percentage of coal extraction to protect the body of water or aquifer and water supply.
(3) Underground mining activities shall not be conducted beneath or adjacent to any public buildings and facilities, including but not limited to, churches, schools, hospitals, courthouses and government offices, unless the Division, on the basis of detailed subsurface information, determines that subsidence from those activities will not cause material subsidence damage to these structures and specifically authorizes the mining activities. If the Division determines that it is necessary in order to minimize the potential for material damage to the features or facilities described above, it may limit the percentage of coal extracted under or adjacent thereto.
(4) If subsidence causes material damage to any of the features or facilities covered by paragraphs (1), (2), or (3) of this rule, the Division may suspend mining under or adjacent to such features or facilities until the subsidence control plan is modified to ensure prevention of further material damage to such features or facilities.
(5) In order to protect the stability of affected land, the Division, after consultation with the operator and the Mine Safety and Training Program of the Colorado division of reclamation, mining and safety, shall suspend underground coal mining under urbanized areas, cities, towns, and communities, and adjacent to industrial or commercial buildings, major impoundments or permanent streams, if imminent danger is found to inhabitants of the urbanized areas, cities, towns, or communities. If, in the opinion of the Division, the delay necessary for consultation would exacerbate the imminent danger to inhabitants, the Division shall suspend underground coal mining prior to consultation.
4.21COAL EXPLORATION
4.21.1Scope.

This section sets forth performance standards and design requirements required for coal exploration which substantially disturbs the natural land surface. These performance standards are the minimum standards which shall be required of such exploration, and such exploration, may, at the discretion of the Division, for good cause shown, be further required to comply with applicable performance standards and design requirements of Rule 4. 117

4.21.2General Responsibility of Persons Conducting Coal Exploration.
(1) Each person who conducts coal exploration which substantially disturbs the natural land surface and in which 250 tons or less of coal are removed shall comply with 4.21.
(2) Each person who conducts coal exploration in which more than 250 tons of coal are removed in the area described by the written approval from the Board or Division, shall comply with the procedures described in the exploration and reclamation plan approved in accordance with 2.02.4 and shall comply with 4.21.
4.21.3Required Documents.

Each person who conducts coal exploration which removes more than 250 tons of coal shall, while in the exploration area, possess the written approval of the Board or Division. The written approval shall be available for review by the authorized representative of the Board or Division upon request. 117(4), 122(4)

4.21.4Performance Standards.

The performance standards in 4.21.4 are applicable to coal exploration which substantially disturbs the land surface.

(1) Habitats of unique value for fish, wildlife, and other related environmental values and areas identified in 2.05.6(2)(a)(iii) shall not be adversely affected during coal exploration.
(2) The person who conducts coal exploration shall to the extent practicable, obtain supportive information for any permit application that person may submit in accordance with the requirements of Rule 2.
(3)
(a) Vehicular travel on other than established graded and surfaced roads shall be limited by the person who conducts coal exploration to that absolutely necessary to conduct the exploration. Travel shall be confined to graded and surfaced roads during periods when excessive damage to vegetation or rutting of the land surface could result. 120(2)(q)
(b) Any new road used for coal exploration, or any existing road which is significantly altered for use in coal exploration, shall comply with the provisions of 4.03.3 and 4.04. A road is significantly altered if it is widened, if the route or gradient is altered, or if the road is otherwise upgraded. Routine maintenance or minor rehabilitation activities including blading and culvert replacement do not constitute significant alteration of an existing road. Other transportation facilities constructed or significantly altered for use in coal exploration shall also comply with the provisions of 4.04.
(i) Existing roads or other transportation facilities used for coal exploration must meet all applicable federal, state, and local requirements.
(ii) If an existing road or other transportation facility is significantly altered or if use of an existing road or other transportation facility will contribute additional suspended solids to streamflow and runoff, then 4.21.4(7) shall apply to all areas of the road or other transportation facility which are altered or which will result in such additional contributions.
(iii) Existing roads which are to remain as permanent roads after exploration activities are completed shall be reclaimed to a condition equal to or better than their pre-exploration condition.
(4) If excavations, artificial flat areas, or embankments are created during exploration, these areas shall be returned to the approximate original contour promptly after such features are no longer needed for coal exploration.
(5) Prior to earth moving or excavations of any type, the A and B horizons shall be salvaged and stored in an area that will be undisturbed and not subject to excessive wind or water erosion. The underlying subsoil materials shall, if necessary, be salvaged and stored in an area separate from A and B horizon materials. Immediately upon cessation of operations, the subsoil shall be replaced with the surface left in a roughened condition. The A and B horizons shall then be replaced over the subsoil material.
(6) Revegetation of areas disturbed by coal exploration shall be performed by the person who conducts the exploration, or his or her agent. If more than 250 tons of coal are removed from the exploration area, all revegetation shall be conducted in compliance with the plan approved by the Division. If 250 tons of coal or less are removed, all revegetation shall be conducted in accordance with the plan submitted to the Division. In all areas revegetation shall be carried out in a manner that encourages prompt vegetation cover and recovery of productivity levels compatible with approved post-exploration land use and in accordance with the following:
(a) All disturbed lands shall be seeded or planted to the same seasonal variety native to the disturbed area. If both the pre-exploration and post-exploration land uses are intensive agriculture, planting of crops normally grown will meet the requirements of 4.21.4(6); and
(b) The vegetative cover shall be capable of stabilizing the soil surface in regards to erosion.
(7) With the exception of small and temporary diversions of overland flow of water around new roads, drill pads, and support facilities, no ephemeral, intermittent or perennial stream shall be diverted during coal exploration activities. Overland flow of water shall be diverted in a manner that:
(a) Controls erosion;
(b) To the extent possible using the best technology currently available, prevents additional contributions of suspended solids to streamflow or runoff outside the exploration area; and
(c) Complies with Rule 4.05.3 and all applicable State or Federal requirements.
(8) Each exploration hole, borehole, well, or other exposed underground opening created during exploration must meet the requirements of 4.07.
(9) All facilities and equipment shall be removed from the exploration area promptly when they are no longer needed for exploration, except for those facilities and equipment that the Division determines may remain to:
(a) Provide additional environmental quality data;
(b) Reduce or control the on- and off-site effects of exploration activities, or
(c) Facilitates future surface coal mining operations by the person conducting the exploration, under an approved permit.
(10) Coal exploration shall be conducted in a manner which minimizes disturbance of the prevailing hydrologic balance, and shall include sediment control measures such as those listed in 4.05.5 or sedimentation ponds which comply with 4.05.6 and 4.05.9. If the Division determines that the operation has the potential to negatively impact the quality of groundwater for which quality standards have been established by the Water Quality Control Commission, the exploration shall be conducted so as to insure compliance with applicable ground water standards at points of compliance which shall be established according to the provisions of 4.05.13(1). The Division may specify additional measures which shall be adopted by the person engaged in coal exploration.
(11) Toxic- or acid-forming material shall be handled and disposed of in accordance with 4.05.8 and 4.14.3. If specified by the Division, additional measures shall be adopted by the person engaged in coal exploration.
4.21.5Requirements for a Permit.

Any person who extracts coal for commercial sale during coal exploration operations must obtain a surface coal mining operations permit for those operations from the Division in accordance with 2.01. No permit is required if the Division makes a prior determination that the sale is to test for coal properties necessary for the development of surface coal mining operations for which a permit application is to be submitted at a later time. 109(1)

4.22CONCURRENT SURFACE AND UNDERGROUND MINING
4.22.1Scope and Objectives.

This Section establishes minimum performance standards to ensure the maximum practical recovery of coal resources, to avoid multiple disturbances of surface lands, and to establish a variance from the requirement that reclamation efforts proceed as contemporaneously as practical in cases of combined surface and underground mining activities.

4.22.2Responsibility and Applicability.
(1) The Board or the Division may grant a variance from the requirement that the reclamation efforts proceed as contemporaneously as practical to permit underground mining prior to reclamation in accordance with 2.06. 120(2)(p)
(2) A variance granted in accordance with 4.22 applies only to those specific areas within the permit area that the person has shown to be necessary for implementing the proposed concurrent operations and that the Division has approved in the permit under 2.06.7. The variance is effective for any particular portion of the permit area only for the time necessary to facilitate the authorized underground mining activities.
4.22.3Variance Requirements.
(1) For a variance to be granted, the Board or the Division must find in writing that: 120(2)(p)(I)
(a) The applicant has presented, as part of the permit application in accordance with Rule 2, specific, reasonable plans for the underground mining operations;
(b) The proposed underground mining is necessary or desirable to assure maximum practical recovery of the mineral resource and will avoid multiple disturbance of the surface;
(c) The applicant has satisfactorily demonstrated that the plan or revision for the underground mining activities conforms to applicable local and State requirements for underground mining and that the permits necessary for the underground mining activities have been issued by the appropriate authorities;
(d) The areas proposed for the variance have been shown by the applicant to be necessary for the proposed underground mining;
(e) No substantial adverse environmental damage, either on- or off-site, will result from the delay in completion of reclamation as required by 4.22; and
(f) Provisions for the off-site storage of spoil will comply with 4.09.
(2) Variances granted under the provisions of 2.06.7 are to be reviewed by the Division not more than three years from the date of issuance of the variance. 120(2)(p)(III)
(3) Liability under the bond filed by the applicant with the Division pursuant to Section 34-33- 113(2) of the Act and Rule 3, will continue for the duration of the underground mining activities and until the requirements of 4.22.3 and Rule 3 have been fully complied with. 120(2)(p)(IV)
4.22.4Performance Standards

In addition to the applicable requirements of Rule 4 each person who conducts combined surface and underground mining activities shall comply with the following:

(1) A 500-foot barrier, measured horizontally, shall be maintained between the surface and underground mining activities, except that the Division shall permit an operator to mine near, through, or partially through an abandoned underground mine or closer to an active underground mine if the nature, timing and sequencing of the approximate coincidence of specific surface coal mining activities with specific underground mine activities are jointly approved by the Division and by the Mine Safety and Health Administration, or its successor, if such operations will result in:
(a) Improved coal resources recovery;
(b) Abatement of water pollution; or
(c) Elimination of hazards to the health and safety of the public.
(2) The vertical distance between combined surface and underground mining activities working separate seams shall be sufficient to provide for the health and safety of the workers and to prevent surface water from entering the underground workings.
(3) No combined activities shall reduce the protection provided for public health and safety below the level of protection required for those activities if conducted without a variance.
4.22.5Compliance.
(1) Each person who conducts operations under a variance issued under 2.06.7 shall comply with all applicable requirements of this Rule and 4.22, except to the extent that: 120(2)(p)(II)
(a) A delay in compliance with these requirements is specifically authorized by the variance issued under the permit; and
(b) The delay in compliance is necessary to achieve the purposes for which the variance was granted.
(2) Each person who conducts activities under a variance issued under 2.06.7 shall comply with each requirement of the variance as set forth in the permit.
4.23AUGER MINING
4.23.1Scope.

This Section establishes environmental protection performance standards in addition to those applicable performance standards in Rule 4, to prevent any unnecessary loss of coal reserves and to prevent adverse environmental effects from auger mining incident to surface mining activities. 120(2)(i)

4.23.2Performance Standards.
(1) Any auger mining associated with surface mining activities shall be conducted to maximize recoverability of mineral reserves remaining after the mining activities are completed. Each person who conducts auger mining operations shall leave areas of undisturbed coal to provide access for removal of those reserves by future underground mining activities, unless the Division determines that the coal reserves have been depleted or are limited in thickness or extent to the point that it will not be practicable to recover the remaining coal reserves. The Division shall make such determination only upon presentation of appropriate technical evidence by the operator. 120(2)(i)

Undisturbed areas of coal shall be left in unmined sections which:

(a) Are a minimum of 250 feet wide at any point between each group of auger openings to the full depth of the auger hole;
(b) Are no more than 2,500 feet apart, measured from the center of one section to the center of the next section, unless a greater distance is set forth in the permit application under 2.06.9 and approved by the Division; and
(c) For multiple seam mining, shall have a width of at least 250 feet plus 50 feet for each subjacent workable coal seam. The centers of all unmined sections shall be aligned vertically.
(2) No auger hole shall be made closer than 500 feet in horizontal distance to any abandoned or active underground mine workings, except as approved in accordance with 4.19.
(3) If the operation involves surface mining activities and augering, the augering shall follow the surface coal mining activities in a contemporaneous manner consistent with the applicable requirements of Rule 4.
(4) In order to prevent pollution of surface and ground water and to reduce fire hazards, each auger hole, except as provided in 4.23.2(5), shall be plugged so as to prevent the discharge of water from the hole and access of air to the coal, as follows:
(a) Each auger hole discharging water containing toxic-forming or acid-forming material shall be plugged within 72 hours after completion by backfilling and compacting non-combustible and impervious material into the hole to a depth sufficient to form a watertight seal or the discharge shall be treated commencing within 72 hours after completion to meet applicable effluent limitations and water quality standards under 4.05.2 until the hole is properly sealed; and
(b) Each auger hole not discharging water shall be sealed as in 4.23.2(4)(a), to close the opening within 30 days following completion.
(5) An auger hole need not be plugged, if the Division finds:
(a) Impoundment of the water which would result from plugging the hole may create a hazard to the environment or public health or safety; and
(b) Drainage from the auger hole will not pose a threat of pollution to surface water and will comply with the requirements of 4.05.1 and 4.05.2.
(6) The Division shall prohibit auger mining, if it determines that:
(a) Adverse water quality impacts cannot be prevented or corrected;
(b) Fill stability cannot be achieved;
(c) The prohibition is necessary to maximize the utilization, recoverability or conservation of the solid fuel resources; or
(d) Subsidence resulting from auger mining may disturb or damage powerlines, buildings, or other facilities.
(7)
(a) Auger mining shall be conducted in accordance with the backfilling and grading requirements of 4.14.
(b) Where auger mining operations affect previously mined areas that were not reclaimed to the standards of these rules and the volume of all reasonably available spoil is demonstrated in writing to the Division to be insufficient to completely backfill the highwall, the highwall shall be eliminated to the maximum extent technically practical in accordance with the following criteria:
(i) The person who conducts the auger mining operation shall demonstrate to the Division that the backfill, designed by a qualified registered professional engineer, has a minimum static safety factor for the stability of the backfill of at least 1.3.
(ii) All spoil generated by the auger mining operation and any associated surface coal mining and reclamation operation, and any other reasonably available spoil shall be used to backfill the area. Reasonably available spoil shall include spoil generated by the mining operation and other spoil located in the permit area that is accessible and available for use and that when rehandled will not cause a hazard to the public safety or significant damage to the environment. For this purpose, the permit area shall include spoil in the immediate vicinity of the auger mining operation.
(iii) The coal seam mined shall be covered with a minimum of 4 feet of non-acid, nontoxic-forming material and the backfill graded to a slope which is compatible with the approved post mining land use and which provides adequate drainage and long-term stability.
(iv) Any remnant of the highwall shall be stable and not pose a hazard to the public health and safety or to the environment.
(v) Spoil placed on the out slope during previous mining operations shall not be disturbed if such disturbances will cause instability of the remaining spoil or otherwise increase the hazard to the public health and safety or to the environment.
4.24OPERATIONS IN ALLUVIAL VALLEY FLOORS
4.24.1Scope.

This Section establishes minimum environmental protection performance, reclamation and design standards for surface coal mining operations on or which affect alluvial valley floors in arid or semi-arid regions. This Section sets forth additional standards to preserve essential hydrologic functions, to protect existing or potential agricultural uses and the productivity of alluvial valley floors during and after surface coal mining and reclamation operations, and establishes monitoring requirements.

4.24.2Essential Hydrologic Functions.
(1) Surface coal mining and reclamation operations shall be conducted to preserve, throughout the mining and reclamation process, the essential hydrologic functions of alluvial valley floors not within a permit area. These functions shall be preserved by maintaining those geologic, hydrologic and biologic characteristics that support those functions. 120(2)(j)(VI)
(2) Surface coal mining and reclamation operations shall be conducted to reestablish, throughout the mining and reclamation process, the essential hydrologic functions of alluvial valley floors within a permit area. These functions shall be reestablished by reconstructing those geologic, hydrologic and biologic characteristics that support those functions.
(3) The characteristics that support the essential hydrologic functions of alluvial valley floors are those in 2.06.8 and those other geologic, hydrologic, or biologic characteristics identified during pre mining investigations or monitoring conducted during the surface coal mining and reclamation operation.
4.24.3Protection of Farming and Water Supplies.
(1) Surface coal mining and reclamation operations shall not interrupt, discontinue, or preclude farming on alluvial valley floors that are irrigated or naturally subirrigated, excluding undeveloped rangelands which are not significant to farming on said alluvial valley floors and those lands upon which the Board finds that the farming which will be interrupted, discontinued, or precluded is of such small acreage as to be of negligible impact to the farm's agricultural production. 114(2)(e)(I)(A)
(2) If environmental monitoring shows that a surface coal mining and reclamation operation is interrupting, discontinuing, or precluding farming on alluvial valley floors, the operation shall cease until remedial measures are taken by the person who conducts the operation. The remedial measures shall be approved by the Division prior to the resumption of mining.
(3) Surface coal mining and reclamation operations shall not cause material damage to the quality or quantity of water in surface or underground water systems that supply alluvial valley floors. If environmental monitoring shows that the surface coal mining operation is causing material damage to water that supplies alluvial valley floors, the mining operations shall cease until remedial measures are taken by the person who conducts the operation. The remedial measures shall be approved by the Division prior to the resumption of mining operations. 114(2)(e)(I)(B)
(4) 4.24.3(1), (2) and (3) do not apply to those lands which were identified in a reclamation plan approved by the State prior to August 3, 1977, for any surface coal mining and reclamation operation that in the year preceding August 3, 1977: 114(2)(e)(II)
(a) Produced coal in commercial quantities and was located within or adjacent to an alluvial valley floor, or
(b) Obtained specific permit approval by the Division or Board to conduct surface coal mining and reclamation operations within an alluvial valley floor.
4.24.4Monitoring.
(1) An environmental monitoring system shall be installed, maintained and operated by the permittee on all alluvial valley floors during surface coal mining and reclamation operations and continued until all bonds are released in accordance with Rule 3. The monitoring system shall provide sufficient information to allow the Division or Board to determine that: 122(2)
(a) The important characteristics supporting the essential hydrologic functions of the alluvial valley floor in the permit area have been reestablished after mining;
(b) The important characteristics supporting the essential hydrologic functions of an alluvial valley floor in areas not within the permit area are preserved during and after mining; and
(c) The operation is not causing material damage to the quantity or quality of water in the surface or ground water systems that supply alluvial valley floors protected under 2.06.8(5)(a)(ii).
(2) Monitoring shall be performed at adequate frequencies, to indicate long term trends that could affect agricultural use of the alluvial valley floors.
(3) Monitoring shall be performed during operations, to identify characteristics of the alluvial valley floor not identified in the permit application and to evaluate the importance of all characteristics as requested by the Division.
(4) All monitoring data collected and analyses thereof shall routinely be made available to the Division or Board.
4.25OPERATIONS ON PRIME FARMLAND
4.25.1Scope.
(1) This Section sets forth soil removal, stockpiling, and replacement operational requirements and revegetation and other reclamation standards for prime farmlands to ensure that the land will have agricultural productive capacity which is equal after mining to pre mining levels and the land is not lost as an important national resource.
(2) The requirements of this section shall not apply to coal preparation plants, support facilities, and roads of underground mines that are actively used over extended periods of time and where such uses affect a minimal amount of land. Such uses shall meet the applicable performance standards of Rule 4.
4.25.2Special Requirements
(1) A permit shall be obtained for those operations in accordance with 2.06.6. 114(4)(a)
(2) Soil materials to be used in the reconstruction of the prime farmland soil shall be removed before drilling, blasting, or mining, in accordance with 4.25.3 and in a manner that prevents mixing or contaminating these materials with undesirable material. Where removal of soil materials results in erosion that may cause air and water pollution, the Division shall specify methods to control erosion of exposed overburden. 120(2)(g)(I)
(3) Revegetation success on prime farmlands shall be measured upon the basis of comparison of actual crop production from the disturbed area, compared to the target level of crop production based on the requirements of 4.15. 9 and 4.25.5 as approved by the Division in accordance with 2.06.6(2)(g). If such undisturbed prime farmland is not available for comparison purposes, comparison of production on disturbed areas shall be made with the pre mining target yields approved by the Division in the permit in accordance with 2.06.6(2)(g).
(4) The aggregate total prime farmland acreage shall not be decreased from that which existed prior to mining. Water bodies, if any, to be constructed during mining and reclamation operations must be located within the post-reclamation non-prime farmland portions of the permit area. The creation of any such water bodies must be approved by the Division and the consent of all affected property owners within the permit area must be obtained.
4.25.3Soil Removal and Stockpiling

Unless exempted by Section 34-33-114(4)(b) of the Act, surface coal mining operation for all prime farmlands as identified in Section 34-33-110(2)(q) of the Act to be mined and reclaimed, must comply with specifications for soil removal, storage, replacement, and reconstruction to be established by the State Conservationist of the U.S. Natural Resources Conservation Service, and the operator shall be required, as a minimum to:

(1) Segregate the A horizon of the natural soil, except where it can be shown that other available soil materials will create a final soil having a greater productive capacity, and, if not utilized immediately, stockpile within the permit area this material separately from other soil materials and spoil and provide needed protection from wind and water erosion or contamination by other acid or toxic material in accordance with 4.06.3. 120(2)(g)(I)
(2) Segregate the B horizon of the natural soil, or underlying C horizons or other strata, or a combination of such or other strata that are shown to be texturally and chemically suitable for plant growth and that can be shown to be equally or more favorable for plant growth than the B horizon, in sufficient quantities to create in the regraded soil a root zone of comparable depth and quality to that which existed in the natural soil, and, if not utilized immediately, stockpile within the permit area this material separately from other removed soil materials and spoil and provide needed protection from wind and water erosion or contamination by acid or toxic material in accordance with 4.06.3.
(3) Stockpiles in place for more than 30 days shall meet the requirements of 4.06.3.
4.25.4Soil Replacement.

Surface coal mining and reclamation operations on prime farmlands shall be conducted according to the following:

(1) The minimum depth of soil and soil material to be reconstructed for prime farmland shall be 48 inches, or a depth equal to the depth of a subsurface horizon in the natural soil that inhibits root penetration, whichever is shallower. The Division shall specify a depth greater than 48 inches, wherever necessary to restore productive capacity due to uniquely favorable soil horizons at greater depths. Soil horizons shall be considered as inhibiting root penetration if their densities, chemical properties, or water supplying capacities restrict or prevent penetration by roots of plants common to the vicinity of the permit area and have little or no beneficial effect on soil productive capacity. 120(2)(g)(III)
(2) Replace soil material only on land which has been first returned to final grade and prepared according to 4.06.4 unless site-specific evidence is provided and approved by the Division showing that such preparation will not enhance the capability of the reconstructed soil to achieve equivalent or higher levels of yield. 120(2)(g)(IV)
(3) Replace the soil horizons or other suitable soil material in a manner that avoids excessive compaction. 120(2)(g)(III)
(4) Replace the B horizon or other suitable material specified in 4.25.3(2) to the thickness needed to meet the requirements of 4.25.4(1).
(5) Replace the A horizon or other suitable soil materials specified in 4.25.3(1) as the final surface soil layer. This surface soil layer shall equal or exceed the thickness of the original soil, as determined in 2.06.6(2)(a), and be replaced in a manner that protects the surface layer from wind and water erosion before it is seeded or planted.
(6) Apply nutrients and soil amendments according to the results of soil tests taken after regrading and top soiling but prior to seeding as approved by the Division to quickly establish vegetative growth.
4.25.5Revegetation

Each person who conducts surface coal mining activities on prime farmland shall meet the following revegetation requirements during reclamation:

(1) Following soil replacement, that person shall establish a vegetation cover capable of stabilizing the soil surface with respect to erosion. All vegetation shall be in compliance with the plan approved by the Division under 2.06.6 and carried out in a manner that encourages prompt vegetation cover and recovery of productive capacity. The timing and mulching provisions of 4.15 shall be met.
(2) Within a time period specified in the permit, but not to exceed 10 years after completion of backfilling and rough grading, any portion of the permit area which is prime farmland must be used for crops commonly grown, such as corn, soybeans, cotton, grain, hay, sorghum, wheat, oats, barley, or other crops on surrounding prime farmland. The crops may be grown in rotation with hay or pasture crops as defined for cropland. The Division may approve a crop use of perennial plants for hay, where this is a common long-term use of prime farmland soils in the surrounding area. Where one or more row crops are the dominant crops grown on prime farmland in the area, that row crop requiring the greatest rooting depth shall be chosen as the reference crop. The level of management shall be equivalent to that based on non-mined prime farmland in the surrounding area.
(3) Measurement of success in prime farmland revegetation will be determined based upon the techniques approved in the permit by the Division under Rule 2.06.6. At a minimum, the following shall be met:
(a) Average annual crop production shall be determined based upon a minimum of 3 years of data. Crop production shall be measured for the three cropping years immediately prior to full release of bond in accordance with Rule 3.03.1, or partial release of bond in accordance with Rules 3.03.1(2)(b), and 3.03.1(3)(b);
(b) Reference crop yields for a given crop season are to be determined from:
(i) The current yield records of representative local farms in the surrounding area, with concurrence by the U.S. Natural Resources Conservation Service; or
(ii) The average county yields recognized by the U.S. Department of Agriculture, which have been adjusted by the U.S. Natural Resources Conservation Service for local yield variation within the county that is associated with differences between non-mined prime farmland soil and all other soils that produce the reference crop. The average reference crop yield may be adjusted with the concurrence of the U.S. Natural Resources Conservation Service for disease, pest, and weather-induced seasonal variability, or differences in specific management practices where the overall management practices of the crops being compared are equivalent;
(c) Revegetation on prime farmland shall be considered a success when the adjusted 3 year average annual crop production is equivalent to, or higher than, the average yield of the reference crop established for the same period for non-mined soils of the same or similar texture or slope phase of the soil series in the surrounding area under equivalent management practices; and
(d) In measuring revegetation success on prime farmlands, an appropriate total harvest method, or a statistically valid sampling technique shall be employed. If statistical methods are employed, a positive determination of revegetation success shall be made with not less than 90 percent level of confidence in accordance with statistical methods as approved by the Division after consultation with the U.S.D.A. Natural Resources Conservation Service.
4.26MOUNTAINTOP REMOVAL
4.26.1Scope.

This Section establishes special environmental protection performance, reclamation and design standards for mountaintop removal. Erosion control, contour grading, hydrologic balance and spoil placement are specified for those post mining land uses approved by the Division in accordance with a variance issued under 2.06.3 for restoring affected areas to their approximate original contour. 120(3)

4.26.2Performance Standards.
(1) Variance conditions.

Surface coal mining operations may be conducted under a variance from the requirement of 4.26 for restoring affected areas to their approximate original contour, if: 120(2)(c)

(a) The Division grants the variance under a permit, in accordance with 2.06.3; 120(3)(a)
(b) The activities involve the mining of an entire coal seam running through the upper fraction of a mountain, ridge, or hill, by removing all of the overburden and creating a level plateau or gently rolling contour with no highwalls remaining; 120(3)(a)
(c) The alternative land use requirements of 4.16 are met;
(d) In cases where industrial, commercial, agricultural, residential, or public facility including recreational facility use is proposed and approved in accordance with 4.16.3 for the affected land; 120(3)(b)
(e) All applicable requirements of this Rule other than the requirement to restore affected areas to their approximate original contour, are met. 120(3)(c)(VII)
(2) Stabilization.

An outcrop barrier of sufficient width, consisting of the toe of the lowest coal seam, and its associated overburden, are retained to prevent slides and erosion, except that the Division may permit an exemption to the retention of the coal barrier requirement if the proposed mine site was mined prior to May 3, 1978, and the toe of the lowest seam has been removed. 120(3)(c)(I) 120(2)(u)

(3) The final graded slopes on the mined area are flatter than 5h:1v, so as to create a level plateau or gently rolling configuration, and the out slopes of the plateau do not exceed 1v:2h except where the engineering data substantiates, and the Division finds, in writing, and includes in the permit under 2.06.3 that a minimum static safety factor of 1.5 will be attained. 120(3)(c)(II)
(4) Hydrologic balance.
(a) The resulting level or gently rolling contour is graded to drain inward from the out slope, except at specified points where it drains over the out slope in stable and protected channels. The drainage shall not be through or over a valley or head-of-hollow fill. 120(3)(c)(III)
(b) Natural watercourses below the lowest coal seam mined are not damaged. 120(3)(c)(IV)
(c) All waste and acid-forming or toxic-forming materials, including the strata immediately below the coal seam, are covered with non-toxic spoil to prevent pollution and achieve the approved post mining land use.
(5) Alternative specifications may be utilized after approval by the Division of a thorough analytical demonstration, by a qualified registered professional engineer, that such alternatives shall be as environmentally sound and structurally stable as that resulting from compliance with the requirements of 4.26 and with such other criteria as are necessary to achieve reclamation in accordance with the requirements of this Rule, taking into consideration physical, climatological and other characteristics of the site.
4.26.3Spoil Placement.

Spoil shall be placed on the mountaintop bench as necessary to achieve the post mining land use approved under 4.26.2(1)(c) and 4.26.2(1)(d). All excess spoil material not retained on the mountaintop shall be placed in accordance with 4.05.13 and 4.09. 120(3)(c)(V)

4.27OPERATIONS ON STEEP SLOPES
4.27.1Scope.

This Section sets forth the environmental performance standards and reclamation and design standards for surface coal mining and reclamation operations on steep slopes where steep slope is defined as any slope above 20 degrees or such lesser slope as may be determined by the Board or Division after consideration of soil, climate and other characteristics of a region. 120(4)(a) 120(4)(b)

4.27.2Applicability.

Any surface coal mining and reclamation operations on steep slopes shall comply with the requirements of 4.27. The standards of 4.27 do not apply to mining conducted on a flat or gently rolling terrain with an occasional steep slope through which the mining proceeds and leaves a plain or predominately flat area, or to operations covered by 4.26. 120(4)(a)

4.27.3Performance Standards.

Surface coal mining and reclamations operations shall comply with the following requirements, except to the extent a variance is approved under 2.06.4.

(1) The person engaged in surface coal mining and reclamation operations shall prevent the following materials from being placed or allowed to remain on the downslope: 120(4)(a)(I)
(a) Spoil;
(b) Waste materials, including waste mineral matter;
(c) Debris, including that from clearing and grubbing of haul road construction; and
(d) Abandoned or disabled equipment.
(2) Nothing in 4.27.3 shall prohibit the placement of material in road embankments located on the downslope, so long as the material used and embankment design comply with the requirements of 4.03 or 4.04 and the material is moved and placed in a controlled manner.
(3) The highwall shall be completely covered with compacted spoil and the disturbed area graded to comply with the provisions of 4.14, including but not limited to the return of the site to the approximate original contour. The person who conducts the surface coal mining operation must demonstrate to the Board or Division, using standard geotechnical analysis, that the minimum static factor of safety for the stability of all portions of the reclaimed land is at least 1.3. 120(4)(a)(II)
(4) Land above the highwall shall not be disturbed, unless the Board or Division finds that the disturbance facilitates compliance with the requirements of 4.27. 120(4)(a)(III)
(5) Material in excess of that required by the grading and backfilling provisions of 4.27.3(3) shall be disposed of in accordance with the requirements of 4.09. 120(4)(a)(I)
(6) Woody materials shall not be buried in the backfilled area unless the Board or Division determines that the proposed method for placing woody material beneath the highwall will not deteriorate the stable condition of the backfilled area as required in 4.27.3(3). Woody materials may be chipped and distributed over the surface of the backfill as mulch, if special provision is made for their use and approved by the Board or Division.
(7) Unlined or unprotected drainage channels shall not be constructed on backfills unless approved by the Division as stable and not subject to erosion.
(8) Alternative specifications may be utilized after approval by the Division of a thorough analytical demonstration, by a qualified registered professional engineer, that such alternatives shall be as environmentally sound and structurally stable as that resulting from compliance with the requirements of 4.27 and with such other criteria as are necessary to achieve reclamation in accordance with the requirements of this Rule, taking into consideration physical, climatological and other characteristics of the site.
4.27.4Limited Variances.

Persons may be granted variances from the approximate original contour requirements of 4.27.3(3) for steep slope coal mining and reclamation operations, if the following standards are met and a permit incorporating the variance is approved under 2.06.5; 120(5)(a)

(1) Unless retention of a highwall remnant is specifically authorized pursuant to 4.14.1(2)(f) or 4.14.1(2)(g), the highwall shall be completely backfilled with spoil material, in a manner which results in a static factor of safety of at least 1.3 using standard geotechnical analyses.
(2) The watershed control of the area within which mining occurs shall be improved, in accordance with the approval by the appropriate State agency, by reducing the peak flow from precipitation or thaw and by reducing the total suspended solids or other pollutants in the surface water discharge during precipitation or thaw. The total volume of flow during every season of the year shall not be altered in such a way that adversely affects the ecology of any surface water or any existing or planned public or private use of surface or ground water. The watershed control may be demonstrated by maps and exhibits reflecting the watershed conditions before and after mining.
(3) Land above the highwall may be disturbed only to the extent that the Board or the Division deems appropriate and approves as necessary to facilitate compliance with the provisions of 4.27 and if the Board or Division find that the disturbance is necessary to: 120(4)(a)(III)
(a) Blend the solid highwall and the backfilled material;
(b) Control surface runoff;
(c) Provide access to the area above the highwall; or
(d) Temporarily store overburden.
(4) The landowner of the permit area has requested, in writing, as part of the permit application under 2.06.5 that the variance be granted. 120(5)(b)
(5) The operations are conducted in full compliance with a permit issued with 2.06.5.
(6) Only the amount of spoil as is necessary to achieve the post mining land use, ensure the stability of spoil retained on the bench, and meet all other requirements of the Act and these Rules shall be placed off the mine bench. All spoil not retained in the bench shall be placed in accordance with 4.09, 4.14.1, and 4.14.2. 120(5)(d)
4.27.5Multiple Seam.

In multiple-seam steep slope affected areas, spoil not required to reclaim and restore the permit area may be placed on a pre-existing bench, if approved by the Board or Division and if the following requirements are met: 120(5)(d) 120(2)(v)

(1) All excess spoil must be hauled, placed, and retained on the solid bench;
(2) The spoil must be graded to the most moderate slope so as to eliminate the existing highwall to the extent possible with the available spoil;
(3) The fill must comply with 4.09.1 and other applicable requirements of this Rule; and
(4) The bench on which the spoil is to be placed must have been created and abandoned due to coal mining prior to August 3, 1977.
4.28COAL PROCESSING PLANTS AND SUPPORT FACILITIES NOT LOCATED AT OR NEAR THE MINESITE OR NOT WITHIN THE PERMIT AREA FOR THE MINE
4.28.1 Scope.

This Section establishes requirements for construction, operation, maintenance, modification, reclamation and removal activities of coal processing plants and support facilities incident to surface or underground mining activities not located at or near the minesite or not within the permit area for the mine. 103(26)(a)(b)

4.28.2Applicability.

Each person who conducts surface coal mining and reclamation operations, which includes the operation of a coal processing plant or support facility which is not located within the permit area for a specific mine, shall obtain a permit in accordance with 2.06.10 to conduct those operations and comply with 4.28.3.

4.28.3Performance Standards.

Construction, operation, maintenance, modification, reclamation, and removal activities at operations covered by 4.28 shall comply with the following:

(1) Signs and markers for the coal processing plant, coal processing waste disposal area, and water treatment facilities shall comply with 4.02.
(2) Roads, transport, and associated structures shall be constructed, maintained, and reclaimed in accordance with 4.03 and 4.04.
(3) Any stream or channel realignment shall comply with 4.05.4.
(4) If required by the Division, any disturbed area related to the coal processing plant or associated facilities shall have sediment control structures, in compliance with 4.05.5 and 4.05.6 and all discharges from these areas shall meet the requirements for 4.05.1 and 4.05.2 and any other applicable State or Federal law.
(5) Permanent impoundments associated with coal processing plants shall meet the requirements of 4.05.9 and 4.05.17. Dams constructed of or impounding coal processing waste shall comply with 4.11.
(6) Use of water wells shall comply with 4.05.14 and water rights shall be protected in accordance with 4.05.15.
(7) Disposal of coal processing waste, solid waste, and excavated materials shall comply with 4.09 and 4.11, respectively.
(8) Discharge structures for diversions and sediment control structures shall comply with 4.05.7.
(9) Air pollution control measures associated with fugitive dust emissions shall comply with 4.17.
(10) Fish, wildlife, and related environmental values shall be protected in accordance with 4.18.
(11) Slide areas and other surface areas shall comply with 4.12.
(12) Adverse effects upon or resulting from nearby underground coal mining activities shall be minimized by appropriate measures including, but not limited to, compliance with 4.05.6 and 4.19.
(13) Reclamation shall include proper topsoil handling procedures, revegetation, and abandonment, in accordance with 4.12, 4.14, 4.15, 4.16, 4.21, and 4.05.17.
(14) Conveyors, buildings, storage bins or stockpiles, water treatment facilities, water storage facilities, and any structure or system related to the coal processing plant shall comply with the requirements of Rule 4.
(15) Any coal processing plant or associated structures located on prime farmland shall meet the requirements of 4.25.
(16) Points of compliance shall be established for any operation covered by 4.28 in accordance with 4.05.13(1), if the Division determines that the operation has the potential to negatively impact the quality of groundwater for which quality standards have been established by the Water Quality Control Commission.
4.29IN SITU PROCESSING
4.29.1Scope.
(1) This Section establishes special environmental protection, reclamation and design standards to ensure all in situ processing activities are conducted in a manner which preserves and enhances environmental values in accordance with the Act and these Rules. 103(26)(a)
4.29.2 Performance Standards.
(1) The person who conducts in situ processing activities shall comply with 4.01-4.20 and 4.29.
(2) In situ processing activities shall be planned and conducted to minimize disturbance to the prevailing hydrologic balance by:
(a) Avoiding discharge of fluids into holes or wells, other than as approved by the Division;
(b) Injecting process recovery fluids only into geologic zones or intervals approved as production zones by the Division;
(c) Avoiding annular injection between the wall of the drill hole and the casing; and
(d) Preventing discharge of process fluid into surface waters.
(3) Each person who conducts in situ processing activities shall submit for approval as part of the application for permit under 2.06.11 and follow after approval, a plan that ensures that all acid-forming, toxic-forming, or radioactive gases, solids, or liquids constituting a fire, health, safety, or environmental hazard and caused by the mining and recovery process are promptly treated, confined, or disposed of, in a manner that prevents contamination of ground and surface waters, damage to fish, wildlife and related environmental values, and threats to public health and safety.
(4) Each person who conducts in situ processing activities shall prevent flow of the process recovery fluid:
(a) Horizontally beyond the affected area identified in the permit; and
(b) Vertically into overlying or underlying aquifers.
(5) Each person who conducts in situ processing activities shall restore the quality of affected ground water in the permit and adjacent area, including ground water above and below the production zone, to the approximate pre mining levels or better, to ensure that the potential for use of the ground water is not diminished.
4.29.3Monitoring.
(1) Each person who conducts in situ processing activities shall monitor the quality and quantity of surface and ground water and subsurface flow and storage characteristics, in a manner approved by the Division in accordance with 4.05.13, to measure changes in the quantity and quality of water in surface and ground water systems in the permit and in adjacent areas.
(2) Air and water quality monitoring shall be conducted in accordance with monitoring programs approved by the Division as necessary according to appropriate Federal and State air and water quality standards.
4.30CESSATION OF OPERATIONS
4.30.1Temporary
(1) Each person who conducts surface or underground mining activities shall effectively support and maintain all surface access openings to underground operations, and secure surface facilities in areas in which there are no current operations, but operations are to be resumed under an approved permit. Temporary abandonment shall not relieve a person of the obligation to comply with any provisions of the approved permit. 103(26) 120(2), 121(2)
(2) Before temporary cessation of mining and reclamation operations for a period of 30 days or more, or as soon as it is known that a temporary cessation will extend beyond 30 days, the permittee shall notify the Division. Within 90 days after notifying the Division, the permittee shall submit to the Division a notice of intention to cease temporarily or abandon operations. This notice shall include a statement of:
(a) The exact number of surface acres and the horizontal and vertical extent of subsurface strata which have been affected in the permit area prior to cessation or abandonment;
(b) The extent and kind of reclamation of surface area which will have been accomplished through the date of cessation or abandonment;
(c) Identification of the backfilling, regrading, revegetation, environmental monitoring, underground opening closures and water treatment activities that continue during the temporary cessation; and
(d) A brief description of the circumstances surrounding the temporary cessation of operations and anticipated date for resumption of operations, if known.
(3) As soon as a temporary cessation extends beyond 30 days, the operator shall modify the mine identification sign to include the name, address, and telephone number of the Division office where the mining and reclamation permit is filed.
4.30.2Permanent.
(1) Persons who cease surface or underground mining activities permanently shall close or backfill or otherwise permanently reclaim all affected areas, in accordance with these Rules and the permit approved by the Division. 103(26) 120(2), 121(2)
(2) All underground openings, surface equipment, or other facilities not required for continued underground mining activities or monitoring, unless approved as suitable for the post mining land use or environmental monitoring, shall be removed and the affected lands reclaimed.
(3) When surface or underground mining and reclamation activities have permanently ceased, the operator shall modify the mine identification sign; to include the name, address, and telephone number of the Division office where the mining and reclamation permit is filed; until the Division has terminated jurisdiction over the surface coal mining operation.

2 CCR 407-2-4