(a) In addition to
the requirements of §
90.112 (relating to hydrologic
balance: dams, ponds, embankments and impoundments-design, construction and
maintenance), each dam and embankment constructed of coal processing waste or
intended to impound coal processing waste shall meet the requirement of this
section.
(b) Waste may be used in
the construction of dams and embankments if it has been demonstrated to, and
approved by, the Department that the stability of such a structure conforms
with the requirements of this section and the use of the waste material may not
have a detrimental effect on downstream water quality or the
environment.
(c) 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 United
States Natural Resources Conservation Service's Technical Release No. 60,
"Earth Dams and Reservoirs." The standards contained therein are hereby
incorporated by reference.
(d) 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.
(e) The dam
or embankment foundation and abutment 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 and embankment for all loading
conditions appearing in subsection (d) and for all increments of
construction.
(f) Spillways and
outlet works shall be designed to provide adequate protection against erosion
and corrosion. Inlets shall be protected against blockage.
(g) Dams and embankments constructed of or
impounding waste materials shall be designed so that at least 90% of the water
stored during the design precipitation event shall be removed within a 10-day
period.
(h) Before coal processing
waste is placed at a dam or embankment site:
(1) Trees, shrubs, grasses and other organic
material shall be cleared and grubbed for a distance of 50 feet from the coal
refuse disposal pile, bank or dam within the site, and combustibles shall be
removed and stockpiled in accordance with this subchapter.
(2) 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 §
90.104 and
90.105 (relating to hydrologic
balance: diversions; and stream channel diversions). Diversions that are
designed to divert drainage from the upstream area away from the impoundment
areas shall be designed to carry the peak runoff from a 100-year, 24-hour
precipitation event. The diversion shall be maintained to prevent blockage, and
the discharge shall be in accordance with §
90.109 (relating to hydrologic
balance: discharge structures). Sediment control measures shall be provided at
the discharge of each diversion ditch before entry into natural watercourses in
accordance with §§
90.105 and
90.108 (relating to stream channel
diversions; and hydrologic balance: sedimentation ponds).
(i) Impoundments constructed of coal
processing wastes or used to impound coal processing wastes may not be retained
permanently as part of the approved postmining land use, unless these
structures are developed into fills meeting the construction requirements of
§
90.122 (relating to coal refuse
disposal).
Notes
The
provisions of this § 90.113 adopted December 19, 1980, 10 Pa.B. 4789,
effective 7/31/1982, 12 Pa.B.
2382; amended July 30, 1982, 12 Pa.B. 2473, effective
7/31/1982, 12 Pa.B. 2382;
amended June 15, 1990, 20 Pa.B. 3383, effective 7/27/1991, 21 Pa.B. 3316; amended December 11,
1992, effective 12/12/1992, 22
Pa.B. 5945; amended December 15, 1995, effective
12/16/1995, 25 Pa.B. 5821;
amended March 13, 2020, effective 3/14/2020, 50 Pa.B.
1508.
The provisions of this § 90.113 amended under
the Surface Mining Conservation and Reclamation Act (52 P.S. §§
1396.1-1396.19a); The Clean Streams
Law (35 P.S. §§
691.1-691.1001); section 1920-A of
The Administrative Code of 1929 (71 P.S. §
510-20); section 3.2 of the Coal Refuse
Disposal Control Act (52 P.S. §
30.53b); and section 7(b) of The Bituminous
Mine Subsidence and Land Conservation Act (52 P.S. §
1406.7(b)).
This section cited in 25 Pa. Code §
90.39 (relating to ponds,
impoundments, banks, dams, embankments, piles and fills); and 25 Pa. Code
§
90.130 (relating to coal refuse
dams).