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30 C.F.R. §§ 816.45–816.47

3 sections in range

§816.45. Hydrologic balance: Sediment control measures.

30 C.F.R. § 816.45

(a)
Appropriate sediment control measures shall be designed, constructed, and maintained using the best technology currently available to:
(1)
Prevent, to the extent possible, additional contributions of sediment to streamflow or to runoff outside the permit area,
(2)
Meet the more stringent of applicable State or Federal effluent limitations,
(3)
Minimize erosion to the extent possible.
(b)
Sediment control measures include practices carried out within and adjacent to the disturbed area. 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—
(1)
Disturbing the smallest practicable area at any one time during the mining operation through progressive backfilling, grading, and prompt revegetation as required in § 816.111(b);
(2)
Stabilizing the backfill material to promote a reduction in the rate and volume of runoff, in accordance with the requirements of § 816.102;
(3)
Retaining sediment within disturbed areas;
(4)
Diverting runoff away from disturbed areas;
(5)
Diverting runoff using protected channels or pipes through disturbed areas so as not to cause additional erosion;
(6)
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; and
(7)
Treating with chemicals.
Notes, amendments, and revision history

Amendments

[44 FR 15395, Mar. 13, 1979, as amended at 48 FR 44780, Sept. 30, 1983; 81 FR 93392, Dec. 20, 2016; 82 FR 54979, Nov. 17, 2017]

Authority

Authority: 30 U.S.C. 1201 et seq.; and sec 115 of Pub. L. 98-146.

Source

Source: 44 FR 15395, Mar. 13, 1979, unless otherwise noted.

Amendments

[44 FR 15395, Mar. 13, 1979, as amended at 48 FR 44780, Sept. 30, 1983; 81 FR 93392, Dec. 20, 2016; 82 FR 54979, Nov. 17, 2017]

§816.46. Hydrologic balance: Siltation structures.

30 C.F.R. § 816.46

(a)
For the purpose of this section only, disturbed areas shall not include those areas—
(1)
In which the only surface mining activities include diversion ditches, siltation structures, or roads that are designed constructed and maintained in accordance with this part; and
(2)
For which the upstream area is not otherwise disturbed by the operator.
(b)
General requirements.
(1)
Additional contributions of suspended solids sediment to streamflow or runoff outside the permit area shall be prevented to the extent possible using the best technology currently available.
(2)
Siltation structures for an area shall be constructed before beginning any surface mining activities in that area, and upon construction shall be certified by a qualified registered professional engineer, or in any State which authorizes land surveyors to prepare and certify plans in accordance with § 780.25(a) of this chapter a qualified registered professional land surveyor, to be constructed as designed and as approved in the reclamation plan.
(3)
Any siltation structure which impounds water shall be designed, constructed and maintained in accordance with § 816.49 of this chapter.
(4)
Siltation structures shall be maintained until removal is authorized by the regulatory authority and the disturbed area has been stabilized and revegetated. In no case shall the structure be removed sooner than 2 years after the last augmented seeding.
(5)
When siltation structure is removed, the land on which the siltation structure was located shall be regraded and revegetated in accordance with the reclamation plan and §§ 816.111 through 816.116 of this chapter. Sedimentation ponds approved by the regulatory authority for retention as permanent impoundments may be exempted from this requirement.
(c)
Sedimentation ponds.
(1)
When used, sedimentation ponds shall—
(i)
Be used individually or in series;
(ii)
Be located as near as possible to the disturbed area and out of perennial streams unless approved by the regulatory authority, and
(iii)
Be designed, constructed, and maintained to—
(A)
Provide adequate sediment storage volume;
(B)
Provide adequate detention time to allow the effluent from the ponds to meet State and Federal effluent limitations;
(C)
Contain or treat the 10-year, 24-hour precipitation event (“design event”) unless a lesser design event is approved by the regulatory authority based on terrain, climate, other site-specific conditions and on a demonstration by the operator that the effluent limitations of § 816.42 will be met;
(D)
Provide a nonclogging dewatering device adequate to maintain the detention time required under paragraph (c)(1)(iii)(B) of this section;
(E)
Minimize, to the extent possible, short circuiting;
(F)
Provide periodic sediment removal sufficient to maintain adequate volume for the design event;
(G)
Ensure against excessive settlement;
(H)
Be free of sod, large roots, frozen soil, and acid- or toxic-forming coal-processing waste; and
(I)
Be compacted properly.
(2)
Spillways. A sedimentation pond shall include either a combination of principal and emergency spillways or single spillway configured as specified in § 816.49(a)(9).
(d)
Other treatment facilities.
(1)
Other treatment facilities shall be designed to treat the 10-year, 24-hour precipitation event unless a lesser design event is approved by the regulatory authority based on terrain, climate, other site-specific conditions and a demonstration by the operator that the effluent limitations of § 816.42 will be met.
(2)
Other treatment facilities shall be designed in accordance with the applicable requirements of paragraph (c) of this section.
(e)
Exemptions. Exemptions to the requirements of this section may be granted if—
(1)
The disturbed drainage area within the total disturbed area is small; and
(2)
The operator demonstrates that siltation structures and alternate sediment control measures are not necessary for drainage from the disturbed area to meet the effluent limitations under § 816.42 and the applicable State and Federal water quality standards for the receiving waters.
Notes, amendments, and revision history

Amendments

[48 FR 44051, Sept. 26, 1983, as amended at 53 FR 43605, Oct. 27, 1988; 59 FR 53029, Oct. 20, 1994; 75 FR 60275, Sept. 29, 2010; 79 FR 76231, Dec. 22, 2014; 81 FR 93392, Dec. 20, 2016; 82 FR 54979, Nov. 17, 2017; 90 FR 54577, Nov. 28, 2025]

Authority

Authority: 30 U.S.C. 1201 et seq.; and sec 115 of Pub. L. 98-146.

Source

Source: 44 FR 15395, Mar. 13, 1979, unless otherwise noted.

Amendments

[48 FR 44051, Sept. 26, 1983, as amended at 53 FR 43605, Oct. 27, 1988; 59 FR 53029, Oct. 20, 1994; 75 FR 60275, Sept. 29, 2010; 79 FR 76231, Dec. 22, 2014; 81 FR 93392, Dec. 20, 2016; 82 FR 54979, Nov. 17, 2017; 90 FR 54577, Nov. 28, 2025]

§816.47. Hydrologic balance: Discharge structures.

30 C.F.R. § 816.47

Discharge from sedimentation ponds, permanent and temporary impoundments, coal processing waste dams and embankments, and diversions shall be controlled, by energy dissipators, riprap channels, and other 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.
Notes, amendments, and revision history

Amendments

[44 FR 15395, Mar. 13, 1979, as amended at 81 FR 93392, Dec. 20, 2016; 82 FR 54979, Nov. 17, 2017]

Authority

Authority: 30 U.S.C. 1201 et seq.; and sec 115 of Pub. L. 98-146.

Source

Source: 44 FR 15395, Mar. 13, 1979, unless otherwise noted.

Amendments

[44 FR 15395, Mar. 13, 1979, as amended at 81 FR 93392, Dec. 20, 2016; 82 FR 54979, Nov. 17, 2017]