Alabama: Denial of State Coal Combustion Residuals Permit Program, 48774-48820 [2024-11692]
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48774
Federal Register / Vol. 89, No. 111 / Friday, June 7, 2024 / Rules and Regulations
ENVIRONMENTAL PROTECTION
AGENCY
40 CFR Part 257
[EPA–HQ–OLEM–2022–0903; FRL 11262–
02–OLEM]
Alabama: Denial of State Coal
Combustion Residuals Permit Program
Environmental Protection
Agency (EPA).
ACTION: Availability of final decision.
AGENCY:
Pursuant to the Resource
Conservation and Recovery Act (RCRA),
the Environmental Protection Agency
(EPA or the Agency) is denying the
Alabama Department of Environmental
Management’s (ADEM) Application for
approval of the Alabama coal
combustion residuals (CCR) permit
program (Application). After reviewing
the State CCR permit program
Application submitted by ADEM on
December 29, 2021, additional relevant
materials, including permits issued by
ADEM, and comments submitted on the
Proposed Denial, EPA has determined
that Alabama’s CCR permit program
does not meet the standard for approval
under RCRA.
DATES: This action is effective on July 8,
2024.
ADDRESSES: EPA has established a
docket for this action under Docket ID
No. EPA–HQ–OLEM–2022–0903. All
documents in the docket are listed on
the https://www.regulations.gov
website. Although listed in the index,
some information is not publicly
available, e.g., Confidential Business
Information or other information whose
disclosure is restricted by statute.
Certain other material, such as
copyrighted material, is not placed on
the internet and will be publicly
available only in hard copy form.
FOR FURTHER INFORMATION CONTACT:
Michelle Lloyd, Office of Resource
Conservation and Recovery, Materials
Recovery and Waste Management
Division, U.S. Environmental Protection
Agency, 1200 Pennsylvania Avenue
NW, MC: 5304T, Washington, DC
20460; telephone number: (202) 566–
0560; email address: lloyd.michelle@
epa.gov. For more information on this
notification please visit https://
www.epa.gov/coalash.
SUPPLEMENTARY INFORMATION:
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SUMMARY:
Table of Contents
I. General Information
A. Summary of Final Action
B. Background
C. Statutory Authority
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D. Summary of Proposed Denial of
Alabama’s CCR Permit Program
Application
II. Final Action on Alabama CCR Permit
Program Application
A. Legal Authority To Evaluate State CCR
Permit Program Applications
B. EPA Review of Alabama Regulations for
CCR Units
C. EPA Review of Alabama’s Permits
Issued Under the State CCR Regulations
III. Summary of Comments and Responses
A. Legal and Policy Comments on EPA’s
Review of Alabama’s CCR Permit
Program
B. Comments on EPA’s Technical
Evaluation of Alabama CCR Permits
C. Miscellaneous Comments
D. Out of Scope Comments
IV. Final Action
List of Acronyms
ACM Assessment of Corrective Measures
ADEM Alabama Department of
Environmental Management
CCP coal combustion product
CCR coal combustion residuals
CFR Code of Federal Regulations
EPA Environmental Protection Agency
EPRI Electric Power Research Institute
FR Federal Register
GWMP Groundwater Monitoring Plan
GWPS groundwater protection standard
MCL maximum contaminant level
MNA Monitored Natural Attenuation
MSL mean sea level
NOPV Notice of Potential Violation
NPDES National Pollutant Discharge
Elimination System
RCRA Resource Conservation and Recovery
Act
RTC Response to Comments
TSD Technical Support Document
TVA Tennessee Valley Authority
USGS U.S. Geological Survey
WBWT waste below the water table
WIIN Water Infrastructure Improvements
for the Nation
I. General Information
A. Summary of Final Action
EPA is taking final action to deny
approval of Alabama’s CCR permit
program because the Agency finds that
the State’s program does not require
each CCR unit in the State to achieve
compliance with either the minimum
requirements in the Federal CCR
regulations or with alternative
requirements that EPA has determined
to be at least as protective as the
requirements of the Federal CCR
regulations in 40 CFR part 257, subpart
D, for the reasons set forth in the
Proposed Denial and this final action.
See, 42 U.S.C. 6945(d)(1)(B).
B. Background
CCR are generated from the
combustion of coal, including solid
fuels classified as anthracite,
bituminous coal, subbituminous coal,
and lignite, for the purpose of
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generating steam to power a generator to
produce electricity or electricity and
other thermal energy by electric utilities
and independent power producers. CCR
include fly ash, bottom ash, boiler slag,
and flue gas desulfurization materials.
CCR contain many contaminants that
may pose a hazard to human health and
the environment.
On April 17, 2015, EPA published a
final rule, creating 40 CFR part 257,
subpart D,1 that established a
comprehensive set of minimum Federal
requirements for the disposal of CCR in
landfills and surface impoundments (80
FR 21302, April 17, 2015) (‘‘Federal
CCR regulations’’). Section 2301 of the
2016 Water Infrastructure Improvements
for the Nation (WIIN) Act amended
section 4005 of RCRA, creating a new
subsection (d) that establishes a Federal
CCR permit program that is similar to
the permit programs under RCRA
subtitle C and other environmental
statutes. See, 42 U.S.C. 6945(d).
The Federal CCR regulations are selfimplementing, which means that CCR
landfills and surface impoundments
must comply with the terms of the rule
even prior to establishment of a Federal
CCR permit program, and
noncompliance with any requirement of
the Federal CCR regulations can be
directly enforced against the facility.
Once a final CCR permit is issued, the
terms of the permit apply in lieu of the
terms of the Federal CCR regulations,
and RCRA section 4005(d)(3) provides a
permit shield against direct enforcement
of the applicable Federal CCR
regulations (meaning the permit’s terms
become the enforceable requirements for
the permittee).
RCRA section 4005(d) also allows
States to seek approval for a State CCR
permit program that will operate in lieu
of a Federal CCR permit program in the
State. The statute provides that after a
State submits an application to the
Administrator for approval, EPA shall
approve the State permit program
within 180 days after the Administrator
determines that the State program
requires each CCR unit located in the
State to achieve compliance with either
the Federal requirements or other State
requirements that EPA determines, after
consultation with the State, are at least
as protective as those included in the
Federal CCR regulations. See, 42 U.S.C.
6945(d)(1)(B).
After EPA issued the Federal CCR
regulations in 2015, Alabama
established ADEM Administrative Code
Chapter 335–13–15, for the portions of
1 Unless otherwise specified, all references to
parts 257 and 239 in this notification are to title 40
of the Code of Federal Regulations (CFR).
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those regulations for which the State is
seeking approval, and language in the
State’s regulations is almost identical to
EPA regulations. Alabama’s regulations
became effective in 2018, and soon after
the State began implementing its State
CCR permit program and issuing
permits. At the time of submission of
ADEM’s December 29, 2021,
Application to EPA, ADEM had issued
permits for the following CCR facilities:
(1) the James H. Miller Electric
Generating Plant (Permit #37–51; issued
December 18, 2020); (2) Greene County
Electric Generating Plant (Permit #32–
03: issued December 18, 2020); (3)
Gadsden Steam Plant (Permit #28–09,
issued December 18, 2020); (4) James M.
Barry Electric Generating Plant (Permit
#49–35, issued July 1, 2021); (5) E.C.
Gaston Electric Generating Plant (Permit
#59–16, issued May 25, 2021); and (6)
Charles R. Lowman Power Plant (Permit
#65–06, issued August 30, 2021). After
its Application was submitted to EPA,
ADEM proceeded to issue permits for
the William C. Gorgas Electric
Generating Plant (Permit #64–12 issued
February 28, 2022) and for the
Tennessee Valley Authority (TVA) Plant
Colbert (Permit #17–11, issued October
25, 2022).
Starting in January 2018, EPA began
working with ADEM as the State
developed its Application for the State’s
CCR permit program, and, over the
course of several years, EPA had many
interactions with ADEM about the
development of a state CCR permit
program. See Unit III.E. of the Proposed
Denial and Technical Support
Document (TSD) Volume II
(summarizing and listing, respectively,
the communications between EPA and
ADEM concerning the State’s CCR
permit program and implementation of
the CCR regulations). As with other
States, EPA discussed with ADEM the
process for EPA to review and approve
the State’s CCR permit program,
including ADEM’s plans for formally
adopting CCR regulations, ADEM’s
anticipated timeline for submitting a
CCR permit program Application to
EPA, and ADEM’s regulations for
issuing permits. EPA also reviewed
ADEM’s submissions on multiple
occasions and sent comments to ADEM
on those documents. On December 29,
2021, ADEM submitted its State CCR
permit program Application to EPA
Region 4 requesting approval of the
State’s partial CCR permit program.2
2 Alabama Department of Environmental
Management. Application For CCR Permit Program
Approval. December 2021. The State is seeking
approval of a partial CCR permit program because
certain provisions of the Federal Program were not
included in the State regulations. See Part IV.B. of
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ADEM established State CCR
regulations that largely mirror the
provisions in the Federal CCR
regulations and contain additional
State-specific provisions and
clarifications.
At the same time EPA was in
discussions with Alabama about its CCR
permit program, the Agency was also
reviewing facility requests for
extensions of the date to cease sending
all waste to unlined surface
impoundments under Part A of the
Federal CCR regulations.3 To be eligible
for an extension under Part A, a facility
was required to demonstrate that the
CCR unit was in compliance with the
Federal CCR regulations in 40 CFR part
257, subpart D.4 The Agency’s review of
the Part A compliance demonstrations
showed EPA that there were systemic
problems with facility compliance with
the groundwater monitoring, corrective
action, and closure requirements.5
On January 11, 2022, EPA emailed
ADEM copies of the first set of proposed
Part A decisions, including the
proposed decision for the General James
M. Gavin Power Plant in Cheshire,
Ohio. Proposed Denial TSD Volume II
(listing communications between EPA
and ADEM). Three of the proposed
decisions addressed facilities that had
one or more unlined surface
impoundments with CCR continually
saturated by groundwater, and that
intended to close the units without
addressing that situation. In each case,
EPA explained that the facility failed to
demonstrate that the closure of these
units complied with the plain language
of the performance standards in
§ 257.102(d)(2)—which include
addressing infiltration into and releases
from the impoundment and eliminating
free liquids—given that groundwater
appeared to be continually saturating
the Proposed Denial for details on the State’s
regulations.
3 Hazardous and Solid Waste Management
System: Disposal of Coal Combustion Residuals
from Electric Utilities; A Holistic Approach to
Closure Part A: Deadline to Initiate Closure 85 FR
53516, August 28, 2020.
4 Section 257.103(f) required a certification of
current compliance and that the owner or operator
will remain in compliance with the applicable
requirements of subpart D of part 257 at all times
and a narrative compliance strategy. See the Part A
Final Rule at 85 FR 53542–53544.
5 On January 11, 2022, EPA issued proposed
determinations on demonstrations submitted by
facilities for extensions to the cease receipt of waste
deadline per 40 CFR 257.103(f)(1) and (2), which
the Agency refers to as ‘‘Part A determinations’’ or
‘‘Part A’’. The CCR Part A Final Rule (85 FR 53516,
August 28, 2020) grants facilities the option to
submit a demonstration to EPA for an extension to
the deadline for unlined CCR surface
impoundments to stop receiving waste. Facilities
had until November 30, 2020, to submit
demonstrations to EPA for approval.
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CCR in the unlined impoundments. The
closure regulations limit contact
between the waste (CCR) in the unit and
groundwater after closure because it is
critical to minimizing contaminants
released into the environment and will
help ensure communities near the sites
have access to safe water for drinking
and recreation.
After forwarding the proposed
decisions, EPA met with ADEM to
discuss how the Federal regulations
apply to situations in which an unlined
surface impoundment has been
constructed in or below the water table.6
EPA also held a meeting about this topic
where all the Region 4 States were
invited, including ADEM.
After issuing the proposed Part A
decisions, EPA looked at several of
Alabama’s State CCR permits for
unlined surface impoundments that had
been issued by that time. Of particular
concern to the Agency were facilities
that were closing (or had already closed)
unlined CCR surface impoundments
while leaving waste (i.e., CCR) below
the water table (WBWT), and ADEM had
issued permits for such surface
impoundments at Greene County
Electric Generating Plant, Gadsden
Steam Plant, and William C. Gorgas
Electric Generating Plant. After a brief
review of these permits, EPA identified
to ADEM aspects of Alabama’s permit
program that appeared to differ from the
Federal program, and the Agency
explained that the differences appear to
make the State’s program less protective
than the Federal program. The Agency
specifically identified problems with
the State’s permit requirements covering
closure of unlined surface
impoundments, groundwater
monitoring networks, and corrective
action. With respect to some of EPA’s
concerns about compliance with the
closure standards in § 257.102(d)(2) of
the Federal CCR regulations, ADEM
indicated it intended to address any
ongoing issues with the facility closure
plans through corrective action
requirements instead of requiring
compliance with the applicable closure
requirements with respect to free liquids
and infiltration from the bottom and
sides.7 See Unit IV.C of the Proposed
6 See March 15, 2022, Docket Number: EPA–HQ–
OLEM–2022–0903–0039. The email included a list
of units in Alabama that EPA believed were closing
with waste in place with waste below the water
table.
7 See July 6, 2022, email from S. Scott Story,
ADEM, to Meredith Anderson, EPA Region 4,
entitled ‘‘Meeting Follow Up’’ which included two
attachments: Plant Gadsden Waste Below the Water
Table (WBWT) and Closure Questions and Plant
Green County Waste Below the Water Table
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Denial and Proposed Denial TSD
Volume I for a detailed discussion of the
deficiencies in ADEM’s CCR permits.8
In addition to the concerns raised
with respect to Plants Greene County,
Gorgas, and Gadsden, EPA also raised
concerns with respect to the proposed
CCR permit for TVA Plant Colbert. On
June 29, 2022, ADEM posted public
notice of the draft permit for Plant
Colbert. The proposed permit for Plant
Colbert raised many of the same issues
already being discussed with respect to
the previously issued permits for CCR
surface impoundments at Plants Greene
County, Gorgas, and Gadsden. On
September 15, 2022, EPA submitted a
letter to ADEM outlining specific
concerns with respect to the proposed
permit.9 On October 25, 2022, ADEM
issued a CCR permit to Plant Colbert
without revising the proposed permit to
address EPA’s concerns. In a letter dated
October 27, 2022, ADEM responded to
EPA’s letter regarding Plant Colbert,
again presenting the flawed
interpretation of the requirements
applicable to closing unlined CCR
surface impoundments, even though
EPA had rejected the State’s
interpretations of the Federal CCR
regulations in previous discussions with
ADEM. To date, the State has not taken
action to revise the permits issued to
Plants Greene County, Gorgas, Gadsden,
or Colbert to address the deficiencies
EPA noted to ADEM.
On November 18, 2022, EPA issued a
final decision to deny the Gavin Plant’s
request to continue disposing CCR into
an unlined surface impoundment after
the deadline to stop such disposal has
passed. EPA finalized this denial
because Gavin had failed to demonstrate
compliance with the Federal CCR
regulations. Among other areas of noncompliance, EPA specifically noted that
Gavin had closed an unlined CCR
impoundment with at least a portion of
the CCR in continued contact with
groundwater, and without taking any
measures to address the groundwater
(WBWT) and Closure Questions. Docket Number:
EPA–HQ–OLEM–2022–0903–0065.
8 Technical Support Document Volume III. See
Volume III: Technical Support Document for the
Proposed Notice to Deny Alabama’s Coal
Combustion Residuals Permit Program, EPA
Analysis of Alabama CCR Permitting and Technical
Regulations. U.S. Environmental Protection Agency,
Office of Land and Emergency Management
(5304T), 1200 Pennsylvania Avenue NW,
Washington, DC 20460. August 2023.
9 Letter from Carolyn Hoskinson, Director, Office
of Resource Conservation and Recovery, to Mr.
Russell A. Kelly, Chief, Permits and Services
Division, and Mr. Steve Cobb, Chief, Land Division.
EPA Comments on Proposed Permit, Tennessee
Valley Authority Colbert Fossil Plant, Alabama
Department of Environmental Management, Permit
No. 17–11. September 15, 2022.
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continuing to migrate into and out of the
impoundment. EPA further explained
that Gavin’s closure of its unlined
impoundments under these conditions
failed to comply with the plain language
of the closure standards in 40 CFR
257.102(d)(1) and (2).
Less than a month later, on December
9, 2022, ADEM gave EPA notice of its
intent to sue EPA under section
7002(a)(1)(A) and (1)(B) of RCRA,
alleging EPA failed to perform a
nondiscretionary duty to approve the
State’s CCR permit program.10 Among
other things, ADEM asserted that EPA
failed to comply with the statutory
requirement to approve the State’s CCR
permit program within 180 days of the
State’s submittal of the permit program
Application on December 29, 2021. On
February 1, 2023, EPA responded to
ADEM’s Notice of Intent to Sue. EPA
informed the State that the 180-day
timeframe does not start to run until
EPA determines that a State’s
Application is administratively
complete and that, in this case, the
State’s Application was not complete
because EPA’s concerns with ADEM’s
interpretation of the minimum
requirements of the Federal CCR
regulations had yet to be resolved, and
that EPA was providing an opportunity
for ADEM to submit further Application
information.11 EPA further stated that
the Agency could evaluate the State’s
program on the current record if ADEM
decided not to supplement its
Application with an explanation of how
the State’s interpretation of its
regulations is at least as protective as
the Federal CCR regulations, and EPA
expressed concern that the current
record would not support a proposal to
approve the State’s partial CCR permit
program. Id. On February 17, 2023,
ADEM responded to EPA that it did not
intend to supplement the record and
that EPA should evaluate its program
accordingly.12
EPA thereafter reviewed the
Application based on the information
submitted to that date and on other
publicly available and relevant
information. Specifically, because
ADEM started issuing permits for
unlined surface impoundments prior to
EPA approval of the State’s CCR permit
10 Letter from Alabama Attorney General Steve
Marshall to EPA Administrator Michael Regan,
Notice of Endangerment and Intent to Sue under
Section 7002(a)(1)(A) and (1)(B) of the Resource
Conservation and Recovery Act. December 9, 2022.
11 Letter from Barry Breen, Acting Assistant
Administrator, OLEM, to Lance LeFleur, Director,
ADEM, February 1, 2023. Email sent February 2,
2023.
12 Letter from Lance LeFleur, Director, ADEM, to
Barry Breen, Acting Assistant Administrator,
OLEM, February 17, 2023.
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program, the Agency determined that
the statute required some consideration
of Alabama CCR permits as part of the
permit program review to ensure that
the State’s program requires each CCR
unit in the State to achieve compliance
with either of the standards in RCRA
section 4005(d)(1)(B). EPA reviewed
several of Alabama’s State CCR permits
for unlined surface impoundments and
provided comments on issues EPA
identified with those permits as part of
the Agency’s evaluation of the State’s
Application.
On August 14, 2023, EPA proposed to
deny approval of Alabama’s CCR permit
program (Proposed Denial).
C. Statutory Authority
EPA is issuing this final action
pursuant to sections 4005(d) and
7004(b)(1) of RCRA. 42 U.S.C. 6945(d)
and 6974(b)(1).
Under RCRA section 4005(d)(1)(A), 42
U.S.C. 6945(d)(1)(A), States seeking
approval of a permit program must
submit to the Administrator, ‘‘in such
form as the Administrator may
establish, evidence of a permit program
or other system of prior approval and
conditions under state law for
regulation by the State of coal
combustion residuals units that are
located in the State.’’ EPA shall approve
a State permit program if the
Administrator determines that the State
program requires each CCR unit located
in the State to achieve compliance with
either: (1) The Federal CCR
requirements at 40 CFR part 257,
subpart D; or (2) Other State criteria that
the Administrator, after consultation
with the State, determines to be ‘‘at least
as protective as’’ the Federal
requirements. 42 U.S.C. 6945(d)(1)(B).
The Administrator must make a final
determination, after providing for public
notice and an opportunity for public
comment, within 180 days of
determining that the State has submitted
a complete application consistent with
RCRA section 4005(d)(1)(A).13 See 42
U.S.C. 6945(d)(1)(B). EPA may approve
a State CCR permit program in whole or
in part. Id. Once approved, the State
permit program operates in lieu of the
Federal requirements. 42 U.S.C.
6945(d)(1)(A). In a State with a partial
permit program, only the State
requirements that have been approved
operate in lieu of the Federal
requirements, and facilities remain
13 See U.S. Environmental Protection Agency.
Coal Combustion Residuals State Permit Program
Guidance Document; Interim Final, August 2017,
Office of Land and Emergency Management,
Washington, DC 20460 (providing that the 180-day
deadline does not start until EPA determines the
application is complete).
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responsible for compliance with all
remaining non-State approved
requirements in 40 CFR part 257,
subpart D.
The Federal CCR regulations are selfimplementing, which means that CCR
landfills and surface impoundments
must comply with the terms of the rule
even prior to obtaining a Federal permit
or permit issued by an approved State,
and noncompliance with any
requirement of the Federal CCR
regulations can be directly enforced
against the facility. 42 U.S.C. 6945(d)(3).
Once a final CCR permit is issued by an
approved State, the terms of the State
permit apply in lieu of the terms of the
Federal CCR regulations and/or
requirements in an approved State
program. Further, RCRA section
4005(d)(3) provides a permit shield
against direct enforcement of the
applicable Federal standards or State
CCR regulations (meaning that the
permits terms become the enforceable
requirements for the permittee).
D. Summary of Proposed Denial of
Alabama’s CCR Permit Program
Application
On August 14, 2023, EPA published
notice of the proposal to deny approval
of Alabama’s December 29, 2021, CCR
permit program application. 88 FR
55220 (August 14, 2023). In the
document, the Agency conducted an
analysis of the Alabama CCR permit
program Application, including a
thorough analysis of ADEM’s statutory
authorities for the CCR program, as well
as the regulations at Alabama
Administrative Code Chapter 335–13–
15, Standards for the Disposal of Coal
Combustion Residuals in Landfills and
Impoundments. See Unit IV.B.2.b of the
Proposed Denial and TSD Volume III.
EPA also reviewed Alabama’s
permitting regulations and recent and
ongoing permit decisions ADEM was
making under its CCR regulations.
In the Proposed Denial, EPA provided
its interpretation of the scope of the
Agency’s review of a State CCR permit
program under section 4005(d)(1)(B) of
RCRA. That section of the statute
provides in part that the Administrator
‘‘shall approve, in whole or in part, a
permit program or other system of prior
approval and conditions submitted
under subparagraph (A) if the
Administrator determines that the
program or other system requires each
coal combustion residuals unit located
in the State to achieve compliance with’’
either: (1) The Federal CCR
requirements at 40 CFR part 257 (i.e.,
the Federal CCR regulations); or (2)
Other State criteria that the
Administrator, after consultation with
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the State, determines to be at least as
protective as the Federal requirements.
42 U.S.C. 6945(d)(1)(B) (emphasis
added). See Proposed Denial Unit IV.A
(providing the Agency’s interpretation
of EPA’s authority to review State CCR
permit program applications). The
Agency explained that such
determinations necessarily include
consideration not only of a State’s
statute and regulations, but what the
State requires ‘‘each CCR unit’’ to do,
such as in permits or orders, when such
information is available prior to
approval of the State program. EPA
further explained that because ADEM
started issuing permits prior to program
approval the State’s permitting
decisions under its existing CCR
regulations are directly relevant to
understanding whether the State’s
program requires ‘‘each [CCR] unit
located in the State to achieve
compliance with’’ either the Federal
regulations or alternative State
standards that are at least as protective
as the Federal CCR regulations as
required by RCRA section 4005(d)(1)(B).
In the Proposed Denial, EPA first
evaluated the terms of Alabama’s permit
program that, as noted above, largely
mirror the Federal CCR Regulations. The
Agency proposed to find that the terms
of ADEM’s CCR permit program
regulations demonstrate that the State
program includes all regulatory
provisions required for approval of a
partial program.14 Thus, EPA concluded
that the terms of the permit program
provide ADEM with the authority
necessary to issue permits that will
ensure each CCR unit in the State
achieves the minimum required level of
protection (i.e., the State has the
authority to issue permits that require
compliance with standards that are at
least as protective as those in the
Federal CCR regulations).
While EPA concluded that the
statutes and regulations of the Alabama
CCR permit program provide the State
with sufficient authority to require
compliance with the Federal
requirements or State requirements that
are as protective as the Federal
requirements, EPA also proposed to
determine that permits issued by ADEM
14 EPA conducted a thorough review of the terms
of Alabama’s CCR permit program submittal,
consistent with review of submittals by states that
were granted approval, and that review can be
found in the Proposed Denial TSD Volume III:
Technical Support Document for the Proposed
Notice to Deny Alabama’s Coal Combustion
Residuals Permit Program, EPA Analysis of
Alabama CCR Permitting and Technical
Regulations. U.S. Environmental Protection Agency,
Office of Land and Emergency Management
(5304T), 1200 Pennsylvania Avenue NW,
Washington, DC 20460. August 2023.
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allow CCR units in the State to comply
with alternative requirements that
appeared to be less protective than the
requirements in the Federal CCR
regulations with respect to groundwater
monitoring, corrective action, and
closure. EPA reviewed four permits for
CCR surface impoundments in Alabama
and the Agency found that those
permits allow CCR in closed units to
remain saturated by groundwater,
without requiring adequate (or any)
engineering measures to control the
groundwater flowing into and out of the
closed unit. See Proposed Denial Unit
IV.C and the TSD Volume I (providing
a detailed discussion of EPA’s concerns
with the closure requirements for
surface impoundments at Alabama CCR
permits issued to Plants Colbert,
Gadsden, Gorgas, and Greene County).
EPA also noted that ADEM approved
groundwater monitoring systems that
contain an inadequate number of wells,
and in incorrect locations, to detect
groundwater contamination from the
CCR units. Id. Finally, EPA proposed to
find that ADEM issued multiple permits
that effectively allow permittees to
delay implementation of effective
measures to remediate groundwater
contamination both on- and off-site of
the facility. Id.
In addition, EPA proposed that a
review of the permit records
demonstrates a consistent pattern of
deficiencies in the permits that is
allowed to occur because of the State’s
flawed interpretation of the Federal CCR
regulation and by a lack of oversight and
independent evaluation of facilities’
proposed permit terms on the part of
ADEM. For the permits terms reviewed
in the proposal, EPA was unable to
locate any evaluation or record of
decision documenting that ADEM had
critically evaluated the materials
submitted as part of the permit
applications, or otherwise documented
its rationale for adopting those proposed
permit terms prior to approving the
application. Because of the technical
insufficiency of the permit terms as
issued and the absence of any
supporting rationale for why those
permit terms were protective of human
health and the environment
notwithstanding their deficiencies, EPA
could not conclude that the Alabama
CCR permits are as protective as the
Federal CCR regulations; therefore, EPA
could not conclude that Alabama’s
program satisfied the requirement for
approval of a State CCR permit program.
EPA discussed these general issues
with ADEM and the State declined to
revise the permits to be consistent with
the Federal CCR regulations. ADEM also
declined to demonstrate that its
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alternative requirements satisfy the
requirement in RCRA section
4005(d)(1)(B)(ii). Instead, the Alabama
Attorney General, on behalf of ADEM,
stated in the Notice of Intent to Sue 15
that EPA does not have the authority to
consider implementation of the State
program when determining whether a
State program is sufficient, and that the
Agency may only look to the ‘‘four
corners’’ of the State program
Application when evaluating the
program for approval. In the Notice of
Intent to Sue, the ‘‘four corners’’ of the
application are described as being
public participation, guidelines for
compliance, guidelines for enforcement
authority, and intervention in civil
enforcement proceedings. The Notice of
Intent further argued that EPA could
only consider implementation after
approval, and then withdraw the
program if issues were identified.
In Unit IV.A of the preamble to the
Proposed Denial, EPA rejected ADEM’s
position that RCRA section 4005(d)
prohibits EPA from considering the
permits issued under the State CCR
permit program when determining
whether to approve the program and
that EPA may only address such issues
after the State program is approved. In
Unit IV.B of the preamble to the
Proposed Denial, the Agency provided a
short summary of EPA’s conclusions
after review of the express terms of the
ADEM statutes and regulations. In Unit
IV.C of the preamble to the Proposed
Denial, EPA identified specific permits
that the Agency believes are deficient
and explained the bases for EPA’s
proposed determination that they are
inconsistent with the standard for
approval in RCRA section 4005(d)(1)(B).
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II. Final Action on Alabama CCR
Permit Program Application
After considering comments on the
Proposed Denial, EPA is taking final
action to deny approval of Alabama’s
CCR permit program for the reasons set
forth below in summary and as
explained in detail in the Proposed
Denial.
A. Legal Authority To Evaluate State
CCR Program Applications
EPA is affirming the interpretation of
the statute set forth in detail in Unit
IV.A of the Proposed Denial and
summarized below.
The terms and structure of RCRA
4005(d) require EPA to consider the
CCR permits a State has issued under
15 Letter from Alabama Attorney General Steve
Marshall to EPA Administrator Michael Regan,
Notice of Endangerment and Intent to Sue under
Section 7002(a)(1)(A) and (1)(B) of the Resource
Conservation and Recovery Act. December 9, 2022.
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the CCR program it has submitted for
EPA approval. Section 4005(d)(1)(B)
requires EPA to determine whether the
State program ‘‘requires each’’ CCR unit
in the State ‘‘to achieve compliance’’
with either the Federal regulations at 40
CFR part 257, subpart D (i.e., the Federal
CCR regulations), or with alternative
requirements at least as protective as the
Federal CCR regulations. This direction
necessarily includes Agency
consideration of the existing record of
what the State actually requires
individual CCR units to do pursuant to
the program that the state has submitted
to EPA for approval. The statute
provides that once a permit is in effect,
the permit terms replace the regulations
as the criteria with which the permitted
facility must comply. See, 42 U.S.C.
6945(d)(6). Consequently, once issued,
the permits effectively are the program,
or at the least, a substantial component
of the CCR program for the individual
facilities. The Agency does not believe
it can reasonably ignore such
information, as it falls squarely within
the ordinary meaning of what the statute
expressly directs EPA to consider. The
overall context of RCRA section 4005(d)
further supports consideration of State
CCR permits when they have been
issued prior to approval of a State
program. Specifically, the Agency
concludes that it would not be
reasonable to ignore permits issued
prior to approval of a State CCR program
because, as noted above, a permit issued
pursuant to a Federal or approved State
permit program acts as a shield to direct
enforcement of the Federal CCR
regulations. Once a permit is issued by
an approved State, facilities are shielded
from enforcement of requirements that
are addressed in the provisions of the
applicable State permit, even if those
permit provisions are not as protective
as the Federal CCR regulations. The
permit shield supports EPA’s
conclusion that it would be
unreasonable to approve a State CCR
permit program where the Agency
knows that permits issued by the State
are not at least as protective as the
Federal CCR regulations because, once
the State program is approved, neither
EPA nor a member of the public can
take action to require the facility to
comply with the minimum level of
protection contemplated under the
statute. Further compounding the
problem is the fact that once a State CCR
program is approved, RCRA requires
EPA to follow a statutorily established
process to either convince the State to
revise the defective permits or withdraw
approval of the State CCR program.
During the time it takes to address the
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program deficiencies, the CCR units
with inadequate permits would be
authorized to continue to operate in a
manner that the EPA believes is not as
protective as the Federal CCR
regulations require. Further, it would
arguably be arbitrary to ignore such
information when it is available given
that RCRA requires State CCR programs
to ensure compliance with the Federal
standards, yet EPA would effectively be
allowing facilities with such deficient
permits to manage unlined surface
impoundments in a manner that poses
potential ongoing hazards to human
health and the environment. In sum,
EPA approval of a State program that
has issued deficient permits is also EPA
approval of the deficient permits;
therefore, it is reasonable for EPA to
consider State issued CCR permits when
determining whether a State has
satisfied the statutory requirements for a
State CCR permit program.
A State’s permitting decisions under
its CCR regulations are thus directly
relevant to understanding the submitted
program, and to determining which
statutory standard EPA must use to
evaluate the State program. If a State
interprets its statute and regulations to
impose the same requirements found in
the Federal CCR regulations—or issues
permits that impose the same
requirements—the relevant standard is
found in subsection (B)(i). 42 U.S.C.
6945(d)(1)(B)(ii). By contrast, where the
State interprets its program to impose
different requirements or issues permits
that impose different requirements than
the Federal CCR regulations, the
relevant standard is found in (B)(ii),
which requires EPA to determine
whether the State’s alternative standards
are ‘‘at least as protective as the Federal
CCR regulations.’’ 42 U.S.C.
6945(d)(1)(B)(ii).
Here, there is no question that the
relevant standard is found in section
4005(d)(1)(B)(ii). The State expressly
acknowledged that it interprets its
closure regulations to impose different
requirements than those found in the
Federal CCR regulations, and the State
has issued permits authorizing closures
that are inconsistent with the plain
language of the Federal CCR regulations.
Although the state disputes EPA’s
reliance on the ordinary meaning of the
provisions, it is well-settled that in the
absence of a statutory or regulatory
definition, reliance on the ordinary
meaning is the default. See, Williams v.
Taylor, 529 U.S. 420, 431 (2000)) (‘‘It is
fixed law that words of statutes or
regulations must be given their
‘ordinary, contemporary, common
meaning.’ ’’). And with EPA’s recent
adoption of the ‘‘default’’ dictionary
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definitions of infiltration and liquid into
the Federal CCR regulations, there is no
plausible argument that Alabama’s CCR
program is the same as the Federal. See
‘‘Hazardous and Solid Waste
Management System: Disposal of Coal
Combustion Residuals From Electric
Utilities; Legacy CCR Surface
Impoundments’’, 89 FR 38950, 39100
(May 8, 2024) (e.g., adding a definition
of ‘‘infiltration’’ to the Federal CCR
rule).
The same holds true with respect to
the groundwater monitoring and
corrective action portions of the
program. Although ADEM has not
similarly acknowledged different
interpretations of the groundwater
monitoring and corrective action
regulations, it has repeatedly issued
permits that authorize groundwater
monitoring systems and corrective
actions that do not comply with the
Federal CCR regulations.
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B. EPA Review of Alabama Regulations
for CCR Units
EPA is taking final action on the
proposed determination that the express
terms of Alabama’s CCR regulations
provide the State with sufficient
authority to issue permits that are at
least as protective as those required
under the Federal CCR regulations. See
Proposed Denial Unit IV.B and TSD
Volume III (providing EPA’s analysis of
the laws and regulations for Alabama’s
CCR permit program). In sum, Alabama
established State CCR regulations that
largely mirror the language in the
Federal CCR regulations in almost all
respects, and, to the extent the
provisions are different, the differences
in the State regulations are at least as
protective as the Federal CCR
regulations. For this reason, the Agency
believes the record would support
approval of Alabama’s program if the
State either modifies its permits to be
consistent with the Federal
requirements or demonstrates that its
alternative interpretations of the Federal
CCR regulations ensure that State
permits are at least as protective as the
Federal CCR regulations.
C. EPA Review of Alabama’s Permits
Issued Under the State CCR Regulations
After consideration of comments, the
Agency is taking final action denying
Alabama’s Application because EPA
finds that the State’s CCR permit
program does not require each CCR unit
in the State to achieve compliance with
either the minimum requirements in the
Federal CCR regulations or with
alternative State requirements that EPA
has determined to be at least as
protective as the Federal provisions.
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EPA is basing this decision on the
evaluations of the Alabama CCR permits
for Plants Colbert, Gadsden, Greene
County, and Gorgas contained in the
Proposed Denial, and on Alabama’s
stated interpretation of the closure
requirements, as discussed in the
Proposed Denial and confirmed in
ADEM’s comments on the Proposed
Denial. See Proposed Denial Unit IV.C
and TSD Volume III; see also State of
Alabama Comments.16
EPA reviewed the permits for the
identified plants in part because the
permits were issued to unlined surface
impoundments that have closed or are
closing with waste that will remain in
place below the water table. For the
review, EPA considered the publicly
available information about the plants
and CCR units at issue. EPA did not
attempt to catalog every potential
inconsistency between the permits and
the Federal CCR regulations, but only
considered the permits’ consistency
with certain fundamental aspects of the
closure, groundwater monitoring, and
corrective action requirements. The
review revealed a consistent pattern of
ADEM issuing permits to CCR units that
fail to require compliance with
significant requirements in 40 CFR part
257 that are necessary to protect human
health and the environment from
exposure to contamination from leaking
CCR units. EPA also identified a
consistent pattern of ADEM approving
documents submitted by the facilities,
such as closure plans, groundwater
monitoring plans, and assessments of
corrective measures, even though the
submissions lack critical information or
are otherwise deficient. ADEM also did
not require the permittees to take any
action to cure deficiencies in the
permits even where ADEM previously
identified the deficiencies and
requested further information prior to
issuing the final permits. The permit
information further showed that ADEM
issued multiple permits allowing CCR
in closed units to remain saturated by
groundwater, without requiring
engineering measures that will control
the groundwater flowing into and out of
the closed unit. EPA also found that
ADEM approved groundwater
monitoring systems that contain an
inadequate number of wells, and in
incorrect locations, to monitor all
potential contaminant pathways and to
detect groundwater contamination from
the CCR units in the uppermost aquifer.
Finally, EPA determined that ADEM
issued multiple permits that allow the
permittee to delay implementation of
16 Available in the docket: EPA–HQ–OLEM–
2022–0903–0261.
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effective measures to remediate
groundwater contamination both onand off-site of the facility. Overall,
EPA’s review of the permit records and
other readily available information
demonstrates a consistent pattern of
deficient permits and a lack of oversight
and independent evaluation of facilities’
permit terms and supporting
documentation. In each instance
described in the proposal, EPA was
unable to locate any evaluation or
record of decision documenting that
ADEM critically evaluated the materials
submitted as part of the permit
application, or otherwise documented
its rationale for adopting them.
EPA confirms the proposed
conclusions from the Agency’s technical
review of the four Alabama CCR permits
in this final action, and the comments
responding to some of EPA’s technical
evaluations of the groundwater
monitoring networks and corrective
action provisions in the CCR permits do
not address EPA’s concerns as
explained below. Further, the comments
do not address all of the technical issues
EPA identified nor do the comments
address the broader concerns with the
pattern of inadequate review and
approval of permit applications by
ADEM. Further, Alabama specifically
acknowledges in its comments that it
interprets the closure requirements for
unlined surface impoundments
differently than EPA. Alabama’s
interpretation allows unlined surface
impoundments to close with CCR in
contact with groundwater without
requiring measures to prevent
groundwater from flowing into and out
of the closed unit indefinitely. EPA
rejects the State’s interpretation because
it is inconsistent with the plain
language of the Federal CCR regulations
and because it is not as protective of
human health and the environment.
Thus, Alabama’s interpretation of the
closure standards for surface
impoundments alone supports EPA’s
Final Denial because approval of the
State program would mean approval of
the CCR permits EPA reviewed in the
Proposed Denial and a permit shield
would allow those CCR units to
continue to operate with inadequate
permits until and unless EPA withdraws
the approval, at which time the Federal
CCR Regulation would again directly
apply to the CCR surface
impoundments. Under these
circumstances, EPA cannot conclude
that Alabama’s CCR permit program
requires each CCR unit in the State to
achieve compliance with either the
Federal CCR regulations or with
alternative State requirements that EPA
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has determined are at least as protective
as the Federal CCR Regulations as
required under section 4005(d) of
RCRA.
III. Summary of Comments and
Responses
EPA received 4,775 comments on the
Proposed Denial. EPA reviewed the
comments, and the Agency provides
summaries of and responses to the
comments below and in the Response to
Comments document in the docket.
A. Legal and Policy Comments on EPA’s
Review of Alabama’s CCR Permit
Program
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1. Comments Opposing EPA’s Process
for Reviewing Alabama’s CCR Permit
Program in Accordance With RCRA
Section 4005(d)
Comments: ADEM and other State
and industry commenters assert that
EPA has interpreted the State program
approval provisions of RCRA incorrectly
because the Agency considered CCR
permits issued by ADEM to support the
Proposed Denial of the Alabama CCR
permit program and that the Agency
failed to adequately communicate its
concerns to ADEM.
ADEM appears to disagree with EPA
that the State had extensive
communication with the Agency about
development of the State’s Application
for a CCR permit program, that EPA
detailed its concerns, and that ADEM
declined to alter its course by
continuing to issue CCR permits. ADEM
also takes issue with EPA’s statement in
the Proposed Denial that ADEM put the
Agency in the position where it had no
choice but to proceed to program denial.
ADEM asserts that its Application was
a multi-year development project in
very close communication with EPA
Region 4 and Headquarters such that
and that Region 4 personnel clearly
indicated the final application was
complete and approvable upon its
submittal on December 29, 2021, and
subsequent transmittal to EPA HQ on
January 3, 2022. ADEM states that at no
time leading up to this point in the
process, during which EPA was fully
aware that ADEM was reviewing and
processing CCR permit applications and
issuing CCR permits to the Alabama
facilities did EPA identify deficiencies
or recommend changes to any ADEM
CCR permits. ADEM asserts that receipt
of the pre-publication copy of EPA’s
Proposed Denial of ADEM’s CCR
program on August 3, 2023, was the first
written identification from EPA of any
alleged deficiencies in ADEM’s CCR
program Application, or its proposed or
issued permits. ADEM acknowledges
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that it did receive several questions
from EPA regarding specific permits to
which ADEM states that it provided
EPA detailed verbal and written
responses. ADEM maintains that
thereafter EPA made no effort to seek
any further clarifications and gave no
indication that any of its questions
remained unanswered. Many of the
technical issues discussed during the
meetings with EPA reappear in the
Proposed Denial and are framed in a
manner to make it appear ADEM’s
program is non-compliant.
ADEM also maintains that it had no
opportunity to correct the perceived
deficiencies. According to ADEM, EPA
made no direct requests of ADEM to
change or modify any of its CCR
program components. ADEM states that
EPA expressly admits that the ADEM
regulations largely mirror the Federal
rules. ADEM then argues that the sole
focus of EPA’s program approval review
is the issued permits which ADEM
argues are sufficient because language in
the permits largely mirror language in
the Federal CCR regulations. ADEM
concludes that it is a ‘‘mystery’’ exactly
what the State would modify to bring
the program to the level of equivalency
that EPA believes to be lacking. ADEM
maintains that the 200-plus page
Federal Register notification of EPA’s
proposed Program Denial provides no
clarity to this issue.
ADEM and other commenters note
that EPA makes numerous references to
42 U.S.C. 6945(d)(1)(B), and ADEM
quoted the provision in whole to point
out the timing for EPA to review and act
on a State CCR permit program
application. ADEM states that EPA
Region 4 transmitted ADEM’s final
permit approval Application to EPA HQ
on January 3, 2022 (see Docket No.
EPA–HQ–OLEM–2022–0903–0029),
seemingly for the purpose of final
processing. ADEM contends that, in
accordance with 42 U.S.C.
6945(d)(1)(B), EPA had until July 2,
2022, to approve ADEM’s CCR permit
program. Instead, ADEM asserts, that
what ensued was a series of discussions
and reviews long after the public
comment periods and issuance of the
CCR permits. ADEM argues that EPA
has clearly missed the statutorily
mandated deadline to approve ADEM’s
CCR program.
ADEM states that EPA focuses on the
‘‘such other State criteria’’ noted in 42
U.S.C. 6945(d)(1)(B)(ii) as the basis to
allow it to review issued permits as part
of the permit approval record. ADEM
argues that approach is illogical on its
face when considered in the context of
EPA’s specific actions in this matter.
Hypothetically, ADEM states it could
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have chosen to delay issuance of the
permits until after submittal of the final
program approval Application, as other
States with approved programs chose to
do. At that hypothetical point, EPA
would have only ADEM’s CCR
regulations upon which to review its
equivalency to the Federal program.
ADEM can only assume that EPA would
have then proceeded directly to program
approval in this hypothetical scenario.
EPA, presumably, would not have
waited for ADEM to start issuing
permits to observe the way it interprets
its rules prior to approval. ADEM states
that EPA clearly did not do this during
the permitting program approvals for
Oklahoma, Georgia, and Texas. ADEM
argues that if EPA is not requiring other
States to issue permits to observe their
interpretations of their CCR regulations,
it is not logical or consistent for EPA to
incorporate reviews of ADEM’s
previously issued permits into its
program approval review. ADEM argues
this punishes Alabama for its proactive
approach to CCR facility management.
ADEM does not agree that 42 U.S.C.
6945(d)(1)(D) authorizes EPA to review
permits as part of the program approval
process simply because EPA is able to
consider permits when the Agency
periodically reviews approved State
programs. ADEM maintains that EPA
suggests that there is no fundamental
difference between it reviewing permits
after approval and concluding program
withdrawal is warranted, versus
reviewing permits issued prior to
approval and determining permit
program denial is warranted. ADEM
argues that because EPA had ample
opportunity to actively participate in
the permit development process, to
avail itself of the public review process,
and to formally outline its permitting
concerns to ADEM prior to permit
issuance, the Agency cannot use permits
as the basis for program denial because
EPA stayed silent about permitting
concerns until after the permits were
issued (years after in most cases). ADEM
maintains EPA’s permitting concerns
did not arise until after the permits were
issued and that EPA did not act in good
faith. ADEM further contends that even
if permit reviews were an appropriate
part of the program approval process,
the State objects in the strongest
possible terms to EPA’s waiting until
the program approval process to object.
ADEM argues EPA’s approach makes it
difficult for ADEM to respond to EPA’s
concerns, and the State does not believe
Congress intended for EPA to approach
State permit program approval in this
manner.
ADEM argues that EPA ultimately
proposed to deny ADEM’s Application,
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not because ADEM’s criteria were
deficient or its authority to implement
and enforce those criteria were
somehow lacking, but rather because
EPA believes that proposed and final
permits in Alabama ‘‘contain permit
terms that are neither the same as, nor
as protective as, the Federal CCR
regulations.’’ ADEM maintains that
nothing in the WIIN Act or EPA’s ‘‘Coal
Combustion Residuals State Permit
Program Guidance Document: Interim
Final’’ (82 FR 38685, August 15, 2017)
(‘‘Guidance Document’’) indicates that
States can, should or must submit actual
permits to EPA as part of the review and
approval process.
ADEM notes that to date, EPA has
reviewed and approved (at least in part)
three other State CCR permit
programs—83 FR 30356 (June 28, 2018)
(Oklahoma); 85 FR 1269 (January 10,
2020) (Georgia); and 86 FR 33892 (June
28, 2021) (Texas). ADEM maintains that
those States did not submit individual
permits as part of their applications, nor
did EPA ask to review particular
permits, or any permit language that any
of the States contemplated using after
their programs were approved. By way
of example, in Oklahoma, EPA noted in
its approval decision that four of the
five CCR units subject to the Federal
CCR regulations in the State were
already permitted and, once the State’s
program was approved, would be
subject to the State’s CCR regulations.
Instead of reviewing any of those
permits, EPA focused its review on the
State’s CCR regulations and the ‘‘four
corners’’ of its legal and regulatory
framework—public participation
opportunities in the permitting process,
guidelines for compliance, guidelines
for enforcement authority, and
intervention in civil enforcement
proceedings. ADEM further states that
until now, EPA performed the same
scope and level of ‘‘four corners’’ review
in each State that submitted an
application. According to EPA, the
WIIN Act ‘‘directs EPA to determine
that the state has sufficient authority to
require compliance from all CCR units
located within the state’’ and ‘‘[t]o make
this determination EPA evaluates the
State’s authority to issue permits and
impose conditions in those permits, as
well as the State’s authority for
compliance monitoring and
enforcement.’’ In short, ADEM argues
that EPA’s review is—and has been—
limited to a State’s authority, not to any
particular exercise of such authority for
individual permit decisions.
ADEM states that EPA claims that it
would be illogical not to review
individual permit language because EPA
would then be required to approve a
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State permit program that EPA believes
it likely will eventually have to
withdraw. ADEM argues that this
ignores EPA’s role in the State
permitting process. ADEM argues that if
EPA believes a State has drafted a CCR
permit that deviates from applicable
regulatory requirements, EPA would
have ample opportunity to comment or
object, consistent with its general
oversight duties. Moreover, if a State
finalizes a permit in a manner that does
not resolve legitimate concerns (if any)
raised by EPA, then EPA would have
the same appeal options as any other
interested party. Indeed, this
opportunity for engagement and dispute
resolution is precisely what EPA
presented in its Guidance Document for
‘‘adequate public participation.’’
ADEM argues that the Federal CCR
regulations do not specify permit terms,
so there is no regulatory basis for EPA
to compare any particular State permit
language or find it to be more or less
protective. ADEM further asserts that
EPA has not proffered or finalized any
particular permit terms that could serve
as a basis for comparison and that, to
the contrary, EPA’s Federal permit
program proposal would specifically
allow a permit writer—in its
discretion—to incorporate the
regulatory criteria by ‘‘re-writing them
into the permit or incorporating them by
reference.’’ ADEM states that it followed
this approach in its permits but that
EPA still found fault with the permits.
According to ADEM, even if EPA had
the authority to assess permit language
as part of its review of a State permit
program, there is no rational basis for
EPA to reject ADEM’s permit language
since it mirrors what EPA has proposed
for its own permit writers.
Response: EPA does not agree that the
Agency’s approach to review of the
Alabama’s CCR permit program was in
error. In addition, as the record shows
EPA did inform ADEM of the Agency’s
concerns with the State’s interpretation
of the Federal CCR regulations before
signing the Proposed Denial. See TSD
Volume II.
As explained in detail in the Proposed
Denial, section 4005(d)(1) of RCRA
directs EPA to determine whether a
State program ‘‘requires each’’ CCR unit
in the State ‘‘to achieve compliance’’
with either the Federal standards or an
alternative State program at least as
protective as the Federal CCR
regulations. See Proposed Denial, 88 FR
55220, 55226 (August 14, 2023). Given
that statutory directive, EPA concludes
that it cannot ignore permits that are
available prior to approval of a State
CCR program, as in this case. Id. ADEM
implies that EPA is acting in an
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48781
unreasonable manner by taking this
approach, but in fact it would be both
unreasonable and arbitrary and
capricious to ignore issued permits
since they are the best evidence of
whether a State program does in fact
require each CCR unit in the State to
achieve compliance with the Federal
CCR regulations or State standards that
are at least as protective as the Federal
regulations.17
EPA also disagrees that the Agency is
treating ADEM unfairly. ADEM
complains that EPA is evaluating the
permits the State issued and asserts that
EPA is treating Alabama differently than
it treated Oklahoma, Georgia, and Texas
when it approved those partial State
CCR permit programs. ADEM is
incorrect that EPA is treating Alabama
differently. As ADEM noted, two of the
three approved States had not issued
permits at the time the Agency
approved their programs, but the
Agency did evaluate Oklahoma’s final
permits as part of its program review
and EPA did not identify the persistent
problems the Agency found when it
reviewed Alabama’s. In addition, for
Alabama as for other States, EPA has
incorporated a consideration of both
final and proposed State permits as part
of the Agency’s review of initial State
CCR permit program Applications
submitted for a completeness
determination because of concerns with
implementation of certain provisions of
the Federal CCR regulations with
respect to unlined CCR surface
impoundments. In fact, EPA recently
sent a letter to the State of Wyoming
indicating the Agency could not
determine the State’s application to be
complete due to a number of issues
including a lack of clarity in how the
State interprets the Federal CCR closure
performance standard.18 The Agency is
also in active discussions with other
States seeking program approval
(Arizona, Arkansas, Florida, Illinois,
Indiana, Kansas, Louisiana, Maryland,
Michigan, Mississippi, Missouri,
Montana, Nebraska, North Carolina,
17 EPA detailed the interactions between EPA and
Alabama in the Proposed Denial. See Proposed
Denial Section III.E. With respect to ADEM’s
suggestion that EPA surprised the State with its
approach to review of the State’s CCR program and
the Agency’s application of the Federal CCR
regulations, there is information in the record to the
contrary. Specifically, EPA issued a letter to ADEM
concerning the Colbert facility on September 15,
2022, and the Agency sent to ADEM a list of
unlined CCR surface impoundments in the State
with waste below the water table on March 15,
2022.
18 Letter from Barry Breen, Principal Deputy
Assistant Administrator for the Office of Land and
Emergency Management to Mr. Todd Parfitt,
Director of the Wyoming Department of
Environmental Quality. December 5, 2023.
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North Dakota, Ohio, Pennsylvania,
Tennessee, Utah, Virginia, West
Virginia, Wisconsin, Wyoming) and the
Agency intends to consider permits as
part of its review of those programs.
ADEM also argues that the statute
requires EPA to delay review of the
State’s CCR permits until after EPA has
approved the State program. But the
statute does not mandate that approach
and, further, that approach would be
unreasonable under the current
situation. As noted in the Proposed
Denial, it would be illogical for EPA to
approve a State CCR permit program
that the Agency believes it likely will
eventually have to withdraw. Moreover,
withdrawing a State CCR permit
program takes significant time, during
which CCR units in the State could
continue to operate—or new permits
could be issued—under conditions that
are less protective than those required
in the Federal CCR regulations. Third, if
EPA were to approve Alabama’s
program now (i.e., after the deficient
CCR permits were issued), the Alabama
CCR program, including the facilityspecific permits, would apply in lieu of
the Federal CCR regulations pursuant to
RCRA section 4005(d)(3)(B), preventing
enforcement of the Federal standards in
the interim. None of these outcomes is
consistent with RCRA’s requirement
that each CCR unit be subject to a
minimum level of protection established
in the Federal CCR regulations.
EPA also does not agree that the time
it takes a State to satisfy the
requirements to develop a complete
permit application changes the Agency’s
responsibility under the statute to
consider the available and relevant
information when making its decision.
ADEM incorrectly suggests that EPA is
bound by supposedly clear
representations from EPA Region 4 staff
indicating to ADEM that the State’s
application was complete upon
submission of the Application on
December 29, 2021, and because the
regulatory provisions of the State’s
program mirror the regulatory
provisions in the Federal CCR
Regulations.19 As an initial matter,
19 EPA provided in the proposed rule a summary
of calls, emails and letters where EPA brought up
specific concerns with the State’s CCR permit
program and specific permit conditions at facilities.
See Proposed Denial, 88 FR 55223, 55224 (August
14, 2023). ADEM’s account of the situation differs
in some regards to EPA’s, and the Agency stands
by its rendering of events. But even if the State’s
characterization of the facts leading up to the
proposed decision were accurate, those facts do not
change EPA’s responsibility under the statute. EPA
cannot ignore information indicating that a State
program is not as protective as the Federal CCR
program, no matter the timing of that information.
If as here, the information is available prior to
program approval, the information is relevant to
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Region 4 has not been delegated the
authority to make a completeness
determination and EPA does not
provide oral completeness
determinations. In fact, the Agency did
not determine at that time or since that
the State’s application was complete
because the Agency was, prior to that
time, aware of facilities in Alabama and
other States that were planning to close
or had closed unlined surface
impoundments while leaving waste
below the water table. EPA discussed
with ADEM the Agency’s concerns with
the State’s implementation of the
closure standards for unlined surface
impoundments, but the State
maintained that its interpretation of the
Federal CCR regulations was correct and
EPA’s interpretation of the Federal
closure standards for unlined surface
impoundments was wrong. In addition,
as EPA reviewed ADEM’s permits in
more detail, EPA identified additional
concerns with the State’s
implementation of the program with
respect to groundwater monitoring
systems and corrective action. As a
result of these discussions, on July 7,
2022, EPA informed ADEM via
telephone that the Agency was putting
on hold its completeness review of
ADEM’s CCR permit program
Application until Alabama
demonstrated to EPA that the State was
implementing its program consistent
with the Federal CCR regulations.
Further, EPA explained to ADEM that it
was exploring options for actions to take
at the Federal level with respect to both
the CCR permit program Application,
and at specific facilities where there are
outstanding concerns.
EPA disagrees that the Agency is
prohibited from considering the State’s
proposed CCR permits as part of the
CCR permit program review process and
disagrees that EPA is limited to
reviewing State permits during the
State’s permit issuance process. As an
initial matter, it is not possible for EPA
to review even a fraction of the State
permits that are issued to CCR units. But
even if it were possible for EPA to
review all State CCR permits, RCRA
does not require it. ADEM cites nothing
to support its contention that EPA can
only review a State permit during its
issuance. Instead, RCRA provides EPA
with authority to review CCR permits
issued by a State at any time. As
discussed above, the mandate to
determine whether the State program
‘‘requires each’’ CCR unit in the State
‘‘to achieve compliance’’ with either the
Federal CCR regulations or with
program approval and EPA may consider that
information.
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standards at least as protective as the
Federal CCR regulations necessarily
includes Agency consideration of State
permits, when such information is
available prior to approval of the State
program. See, 42 U.S.C. 6945(d)(1)(B)
and the statute expressly provides that
EPA may review State permits ‘‘as the
Administrator determines necessary’’ as
part of a State program review. RCRA
section 4005(d)(D)(i)(I). In fact, as
ADEM recognizes, RCRA section
4005(d)(1)(ii)(II) authorizes EPA to
evaluate a State program, including
permits issued under the program, as
part of EPA’s required periodic program
review of approved State programs; and
the statute does not limit the scope of
the Agency’s periodic review to only the
permits on which the Agency
commented during the State’s permit
issuance process. For these reasons, it is
appropriate for EPA to consider permits
issued under a State CCR permit
program as part of an initial program
review, regardless of whether EPA
submitted comments on those permits
in the State permitting proceeding.
EPA also disagrees that the Agency
has not told ADEM what it must do to
address the Agency’s concerns. All
States were on notice when EPA
published proposed denials of Part A
extension requests and when the
Agency informed States with unlined
surface impoundments that EPA was
concerned about compliance with the
closure standards. EPA has also directly
communicated with Alabama as set
forth in the Proposed Denial, and the
Agency’s comments on the Colbert
permit explained many of EPA’s
concerns with Alabama’s interpretation
and implementation of its CCR permit
program. In any case, to the extent there
remains confusion, ADEM’s permits
misapply the Federal closure standards
for unlined surface impoundments,
ADEM is not adequately evaluating
groundwater monitoring networks in
proposed permits to ensure that those
networks are configured to properly
detect contamination coming from
permitted units, and ADEM is not
ensuring timely implementation of
corrective action measures after
contamination is detected. EPA
summarized its concerns with ADEM’s
implementation in the Proposed Denial
at 88 FR 55230 where EPA explained
that it had identified a consistent
pattern of ADEM issuing permits to CCR
units that fail to demonstrate
compliance with fundamental
requirements in part 257, without
requiring the permittees to take specific
actions to bring the units into
compliance. EPA went on to say that it
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also identified a consistent pattern of
ADEM approving documents submitted
by the facilities, such as closure plans,
groundwater monitoring plans, and
assessments of corrective measures,
even though the submissions lacked
critical information or are otherwise
deficient. ADEM also did not require the
permittees to take any action to cure
deficiencies in the permits even where
ADEM previously identified the
deficiencies and requested further
information prior to issuing the final
permits. Further, EPA explained that it
was proposing to determine that ADEM
issued multiple permits allowing CCR
in closed units to remain saturated by
groundwater, without requiring
engineering measures that will control
the groundwater flowing into and out of
the closed unit. See, 40 CFR 257.102(d).
EPA also stated that ADEM approved
groundwater monitoring systems that
contain an inadequate number of wells,
and in incorrect locations, to monitor all
potential contaminant pathways and to
detect groundwater contamination from
the CCR units in the uppermost aquifer.
See, 40 CFR 257.91. Finally, EPA said
it proposed to determine that ADEM
issued multiple permits that effectively
allow the permittee to delay
implementation of effective measures to
remediate groundwater contamination
both on- and off-site of the facility. See,
40 CFR 257.96 and 257.97. Overall,
EPA’s review of the permit records and
other readily available information
documented a consistent pattern of
deficient permits and a lack of oversight
and independent evaluation of facilities’
proposed permit terms.
ADEM’s comments on the Proposed
Denial do not address these systemic
issues in any substantive manner or
explain how it will proceed to ensure
that CCR permits are at least as
protective as the Federal CCR
regulations and that the records contain
all the information necessary for EPA
and the public to evaluate the terms of
the permits for compliance with the
standards. Instead of addressing these
issues, ADEM relies on a narrow legal
argument that its interpretation of EPA’s
regulations governs, which EPA
addresses elsewhere.
For all these reasons, EPA is taking
final action to deny approval of
Alabama’s CCR permit program.
Comment: ADEM stated that it is
aware that EPA received a joint letter,
dated March 11, 2022, from the Sierra
Club and the Southern Environmental
Law Center. The letter transmits several
extensive technical reports prepared by
paid third parties. ADEM only learned
of this letter months after EPA received
it and had to specifically request a copy
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of it. The letter seeks to provide EPA
with a detailed ‘‘outline [of] the legal
basis for denying ADEM’s State CCR
permit program’’ and includes as
attachments several reports contracted
for by the groups critiquing various CCR
permits issued by the Department.
ADEM states that it is unclear what
influence this letter had on EPA’s
decision-making process for Alabama’s
approval application, but the timing of
its receipt by EPA falls directly between
the time of EPA’s receipt of Alabama’s
final program approval application, and
the May through July conference calls
described above. Also, there is a clear
similarity between the technical
concerns raised in the letter and those
raised by EPA in the months following
ADEM’s final program application.
Furthermore, EPA’s actions after
receiving this letter appear to follow the
playbook for agency action promoted by
the advocacy groups. ADEM, and
Alabama’s citizens, are due an
explanation why this letter does not
appear in the official EPA docket for the
proposed denial.
Response: ADEM’s suspicions that a
letter from Environmental groups
somehow influenced EPA are baseless.
Well before the submission of the March
11, 2022, letter, EPA had made it clear
to ADEM that EPA had concerns about
how ADEM was implementing the
regulations, especially in regard to CCR
units closing with waste in place where
the waste remained in contact with
groundwater. In fact, on January 11,
2022, EPA emailed ADEM copies of the
first set of proposed Part A decisions,
including the proposed decision for the
General James M. Gavin Power Plant in
Cheshire, Ohio. Three of the proposed
decisions addressed facilities that had
one or more unlined surface
impoundments with CCR continually
saturated by groundwater, and that
intended to close the units without
addressing that situation. EPA
explained that in each case, the facility
had failed to demonstrate that the
closure of these units complied with the
plain language of the performance
standards in § 257.102(d)(2), which
include addressing infiltration into and
releases from the impoundment, and
eliminating free liquids, given that
groundwater appeared to be continually
saturating the unlined impoundment.
EPA went on to send a list of CCR units
with WBWT that had indicated they
would be closing with waste in place
and scheduled meetings with ADEM
and other Region 4 States to discuss
these issues. The letter ADEM is
concerned with was not placed in the
docket because it was not considered by
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EPA during development of the
proposed denial.
Comment: Commenter ADEM states
that EPA explicitly acknowledges that it
has not conducted a complete or
detailed review of the facility files or
background information used by ADEM
to issue its CCR permits. Commenter
states that despite this, EPA drew
unfounded conclusions about the
reviews and analysis conducted by the
State prior to issuing the permits.
Commenter states EPA ignores the facts,
including the fact that ADEM issued
unilateral administrative orders in 2018
and 2019 to each Alabama CCR facility
requiring the collection and submission
of detailed and voluminous information
related to detailed site characterization
and assessment for each unit at each
facility, detailed information related to
site geology and hydrogeology, detailed
information related to existing
contamination, development of
groundwater remediation plans, and
other items.
Commenter states that EPA also
ignored that ADEM required each
facility to submit detailed permit
applications for each unit/facility
including site history, unit construction
and operation, planned closure methods
and procedures, and planned corrective
measures to address groundwater
contamination among other items.
Commenter states that these
applications were subjected to detailed
review and evaluation by ADEM’s staff
of multiple Professional Engineers
(P.E.s) and Professional Geologists
(P.G.s) with extensive professional
experience evaluating environmental
assessments, groundwater monitoring
systems, environmental permit
applications, and corrective action
systems. Commenter states that
following these extensive reviews, the
facilities were required to revise their
applications and provide additional
information to address identified
deficiencies. Commenter states that
EPA’s review was perfunctory in nature
and that the Agency made numerous
flawed conclusions that essentially
dismiss the dedicated work by the many
seasoned professionals involved in
development of the permits. Commenter
asserts that EPA is not living up to the
standard that is expected and that
should be demanded from a seasoned,
science-based government agency
responsible for protecting human health
and the environment through the
application of sound science and
engineering.
Response: ADEM makes much of the
point that EPA states in the Proposed
Denial that the Agency did not do a
complete review of the permits. EPA did
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do a thorough review of the portions of
the permits discussed in the Proposal.
The purpose of this statement was
merely to be clear that EPA had not
reviewed every provision of each of the
permits, so neither the State nor the
facilities should assume that EPA has
identified all the potential problems
with the permits. In any case, the
problems EPA did identify with the four
permits reviewed were alone sufficient
to support the Proposed Denial, and
ADEM does not explain how further
analysis of the permits would have
changed EPA’s conclusions about the
provisions that were reviewed.
Specifically, EPA reviewed three areas
that showed consistent problems in
facilities’ Part A extension requests—
closure, groundwater monitoring, and
corrective action—and the Agency
documented the findings in the
Proposed Denial. EPA found that the
permits were neither consistent with,
nor as protective as the Federal CCR
regulations with respect to all three
areas reviewed.
The Agency also disagrees that it
should defer to the work of States or
facilities and their P.E.s and P.G.s when
reviewing permits. EPA has significant
technical expertise to evaluate a permit
record and determine whether the
record is complete and demonstrates
that the permit is at least as protective
as the Federal standards. EPA must
follow the facts. This demands that the
Agency conduct its own evaluation and
reach its own conclusions, and not
uncritically adopt P.E. and P.G.
assessments from other parties. This is
the case regardless of those individuals’
own professionalism. To do otherwise
for fear of causing offense, would be to
abrogate the Agency’s oversight role.
Further, as noted below in response to
several technical comments, ADEM and
facilities provide new explanations for
actions taken in the permits that they
say justify the permit terms. But such
comments make EPA’s point. That
additional explanations are necessary
demonstrates the insufficiency of the
preexisting permit records with respect
to both groundwater monitoring
networks and corrective actions. In any
case, the technical comments on the
Proposed Denial do not address all the
technical issues EPA raised and none of
the comments satisfactorily explain how
the closure requirements were met. In
addition, even when the comments
address issues raised in the Proposed
Denial, those comments do not
supplement or substitute for enforceable
permit conditions and, therefore, the
comments do not demonstrate that the
permits themselves are actually in
compliance with the Federal CCR
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regulations or more stringent State
requirements.
2. Comments in Support of EPA’s
Process for Evaluating Alabama’s CCR
Permit Program
Comment: Environmental and public
health commenters state that ADEM’s
operation of its State CCR program and
its repeated failure to protect Alabama’s
communities and clean water from
dangerous CCR disposal and pollution
establish that ADEM’s application fails
the protective standards contained in
the WIIN Act. Commenters state that
ADEM has violated the Federal CCR
regulations across Alabama by
approving the cap in place closure of
unlined leaking CCR lagoons that will
pollute and threaten Alabama’s clean
water, rivers, and communities forever.
Commenters state that EPA’s careful
analysis shows ADEM has issued
permits that would allow Alabama
utilities to store millions of tons of CCR
in groundwater in perpetuity, and the
commenters cite a memorandum from a
licensed hydrogeologist who studied the
Alabama sites for years and whose
analysis is consistent with EPA’s.
Commenters conclude that EPA’s
Proposed Denial upholds the law and
protects Alabama’s people and water
from the illegal permitting practices of
ADEM. Only the vigorous enforcement
of the Federal CCR regulations will
provide Alabama the protections that it
deserves, and ADEM has demonstrated
that it cannot and will not follow the
law and protect the State, its
communities, and its clean water.
Response: EPA agrees that the
Alabama CCR program is not as
protective as the Federal CCR
regulations, and the Agency is taking
final action to deny approval of the
State program.
Comment: Several commenters
strongly support the proposed decision
of EPA to deny Alabama’s request for
approval of its Application.
Commenters state that ADEM’s CCR
permit program fails to meet the
standard for EPA authorization in
significant ways. Commenters state it is
likely that EPA will soon be required to
approve or deny additional State CCR
permit program applications and it is
essential that EPA apply the same strong
reasoning, and fidelity to the Federal
CCR regulations evidenced in the
proposed Alabama denial to any new
requests to operate State CCR programs.
Commenters state that there will be
scores of permits issued that are not as
protective as the Federal CCR
regulations and consequently harm
human health and the environment
unless EPA maintains the same
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approach to reviewing other State
programs that it took with Alabama.
Commenters state that allowing
permit programs like ADEM’s to operate
is particularly damaging because once
an approved State issues a permit, the
permitted facility is shielded from
enforcement of any requirement other
than the provisions contained in the
State permit. Permit deficiencies such as
those EPA identified in Alabama must
be resolved now, before a State is
approved to operate in lieu of the
Federal program. Commenters further
argue that this is a matter of
considerable urgency because there is
no quick fix once an approved State
issues a permit that fails to protect
health and the environment.
Commenters note that EPA has the
authority to withdraw a deficient State
permit program, but that the statutorily
mandated process takes considerable
time. Commenters state that they
conducted a limited analysis of State
permitting at sites and that it reveals
that States are regularly permitting
companies to dispose of CCR in contact
with groundwater, even where there is
clear evidence that the ash is leading to
unsafe levels of contamination.
Commenters state that they also found
instances where States are applying a
risk-based analysis to corrective
action—an approach clearly prohibited
by the Federal CCR regulations—as well
as at least one State imposing
groundwater monitoring requirements
that are ineffective and significantly less
robust than those required by EPA.
Commenters further argue it is essential
for EPA to provide oversight now,
before a State applies for program
authorization. Commenters state that
EPA enforcement actions at facilities
that are violating the prohibition against
closure with CCR in groundwater,
operating deficient groundwater
monitoring systems, and selecting
impermissible and ineffective
groundwater remedies are needed at
many facilities nationwide. Commenters
assert that EPA must proactively
communicate and demonstrate to States
that their permitting cannot circumvent
Federal requirements because
noncompliance is widespread, and
plants are initiating and completing
illegal closures at a rapid pace pursuant
to the Federal requirement to close
unlined units.
Commenters state that denial of
Alabama’s CCR permit program helps to
protect Alabama, its residents, and its
clean water from CCR pollution and
dangerous CCR storage when ADEM
will not. Commenters maintain that
ADEM has demonstrated that it will
authorize unlawful CCR storage and
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pollution to continue indefinitely and
that it will not enforce the law and the
Rule’s protections against the powerful
utilities in Alabama. Commenters state
that, by denying ADEM’s application,
EPA will prevent ADEM from being able
to put in place CCR regulations permits
that violate the Federal CCR regulations
and will ensure that citizens and EPA
can enforce the Federal CCR regulations
and see that Alabama communities
receive its protections. Commenters
maintain that EPA will also
communicate to other State agencies,
utilities, and communities across the
nation that the protective standards of
the Federal CCR regulations will be
upheld.
Commenters agree with EPA’s draft
denial stating that RCRA establishes
clear standards that States must meet to
receive approval for a State CCR permit
program. Specifically, RCRA requires
‘‘each CCR unit located in the state to
achieve compliance with’’ either the
Federal criteria in part 257 or other
State criteria that ‘‘are at least as
protective as’’ the Federal regulations.
Commenters agree that EPA
demonstrated in its Proposed Denial
that it is not enough that State
regulations parrot the language of the
Federal CCR regulations; they must
adhere to its substance. Commenters
state that EPA’s examination of permits
issued by ADEM reveals that the State
is implementing its regulations in a
manner that is significantly less
protective than the plain language of the
Federal CCR regulations. Commenters
state that the permits issued by ADEM
impose requirements that are less
protective than the Federal CCR
regulations with respect to groundwater
monitoring, corrective action, and
closure. Commenters state that, for
example, ADEM has issued multiple
permits allowing CCR in closed units to
remain saturated by groundwater,
without requiring any engineering
measures to control the groundwater
flowing into and out of the closed unit.
Thus, according to the comments,
ADEM is allowing multiple regulated
facilities to violate one of the most
critical requirements of the Federal CCR
regulations.
Response: EPA agrees that the
Alabama CCR program is not as
protective as the Federal CCR
regulations and the Agency is taking
final action to deny approval of the
State program. EPA agrees that its
approach to evaluating State CCR
programs should be similar in similar
circumstances, and so it intends to
consider proposed and final State CCR
permits when determining whether to
approve all State CCR permit programs
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as it has in evaluating the Alabama
program.
Comment: Commenter states that its
members rely on good quality water in
the Black Warrior River for drinking,
fishing, swimming, hunting, and
boating. The commenter agrees with
EPA’s preliminary determination that
the State’s application for and
implementation of its own CCR program
is significantly less stringent than the
Federal minimum standard
requirements and does not meet the
standard for approval under RCRA.
Commenter states that CCR has been
mismanaged by Alabama Power
Company for roughly 100 years and
improperly regulated by ADEM for
nearly 40 years, allowing toxic
contamination of groundwater, streams
and rivers at Plant Gorgas, Plant Miller,
and Plant Greene County (all located
within the Black Warrior River
watershed). Commenter supports denial
of Alabama’s CCR permit program and
hope it forces Alabama Power to
properly dispose of its toxic CCR waste
away from water resources. Commenter
states proper disposal of CCR is critical
to the health and success of future
generations of humans and wildlife that
depend on the river. Commenter
maintains that across the Southeast,
States like Virginia, North Carolina, and
South Carolina have required utilities to
clean up CCR contamination, with over
250 million tons of hazardous CCR
being excavated from unlined pits near
waterways. These materials are either
recycled or disposed of in modern, lined
landfills away from rivers. Commenter
states that even Alabama Power’s sister
company, Georgia Power, has recycled
or properly disposed of over 65 million
tons of ash. Commenter states EPA’s
decision makes clear that Alabama can
no longer be the outlier and must
implement similar safeguards.
Commenter states the following
problems exist with ADEM’s permits:
(1) The Draft Permits and Closure Plans,
as written, do not require the Ash Pond
facilities to come into compliance with
Federal and State CCR regulations; (2)
The Draft Permits and Closure Plans
allow the continued location of the Ash
Ponds in areas where they cannot be
permitted by law; (3) The Draft Permits
and Closure Plans should require and
include more information about the
extent of contamination from the Ash
Ponds; (4) The Draft Permits and
Closure Plans do not consider
contamination that has migrated offsite,
or the remediation of that
contamination; (5) The Draft Permits
and Closure Plans do not consider the
long-term maintenance of artificial caps;
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(6) The Draft Permits and Closure Plans
do not consider responsibility for the
facilities after the 30-year post closure
care period; (7) The Draft Permits and
Closure Plans lack key modeling
information; (8) ADEM unnecessarily
grants the Company variances from
including boron as an Appendix IV
Monitoring parameter; (9) Neither
ADEM nor the Company provide any
information about alternative closure
methods; therefore, the public is limited
in its knowledge about closure
techniques that would be more
protective of human health and the
environment; and (10) Alabama Power’s
closure plans approved under ADEM’s
regulatory program allow CCR to remain
in groundwater, in violation of the
Federal CCR regulations.
The commenter states that the list is
representative, but not exhaustive of all
the deficiencies with the permits
ultimately issued by ADEM. Because
ADEM’s application does not meet the
standards established under RCRA and
because the permits issued under
ADEM’s non-approved CCR program are
also deficient, the commenters believe
that EPA has made the correct decision
to deny the ADEM’s Application to
manage the State’s CCR program.
Response: EPA agrees that Alabama’s
permits are not as protective as the
Federal CCR regulations and EPA is
taking final action to deny approval of
the program. The remainder of the
comment addresses issues that are
outside the scope of the Final Decision
and no response is required.
3. EPA Should Defer to State’s
Interpretation of the Federal CCR
Regulations
Comments: Several comments state
that the 2017 Guidance Document and
the information required for the
Oklahoma, Georgia, and Texas permit
programs applications do not require
States to provide EPA with issued
permits or proposed permits if the State
begins to implement the State permit
program prior to EPA approval.
Commenters maintain that State
agencies should be allowed reasonable
latitude to interpret regulations,
particularly where EPA guidance has
not been issued. Commenters
recommend that EPA review all State
permit programs with the same criteria
and in accordance with the Interim
Final Guidance, RCRA 4005, and WIIN
Act section 2301.
Commenters disagree that Alabama’s
interpretation of the Federal CCR
regulations is flawed. Commenters argue
that because the Federal regulations are
self-implementing in all but three States
(Oklahoma, Georgia, and Texas) that
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EPA should leave interpretation up to
the regulated community and the States
who have received State CCR permit
program approval from EPA.
Commenters state that EPA has no plans
to provide implementation guidance
through rulemaking but will instead
provide guidance to States seeking
permit program approval. Commenters
maintain that EPA has not provided
formal comprehensive written guidance
on implementation to States or the
regulated community.
Commenters maintain it is
unreasonable and unrealistic for EPA to
direct States to EPA’s Part A
determinations for guidance on the
correct interpretation of the plain
language of the Federal regulations.
Commenters argue it is not reasonable
for EPA to provide a comprehensive
interpretation of Federal regulations by
comparing one facility’s final Part A
determination in one State to another
facility’s proposed Part A decision (that
includes different hydrologic and
geologic conditions) in a different State.
Commenters argue that States should
not be forced to look at EPA decisions
in other States to determine how to
implement Federal regulations within
their own State. Commenters argue that
States do not have the resources to
review several proposed and one final
Part A decisions (and Part B decisions)
to evaluate how EPA may interpret
Federal CCR regulations in their own
State.
Commenters argue that the
requirements of the Federal CCR
regulations are subject to interpretation
and the plain language of the Federal
CCR regulations can reasonably be
interpreted in more than one way as the
interpretation often depends on sitespecific circumstances. Commenters
state that in March 2022, comments
regarding proposed Part A
determinations noted that the proposed
decisions seek to clarify several
interpretive issues involving the closure
of unlined CCR surface impoundments.
Commenters argue that the clarifications
are a significant shift in policy from
long standing regulations, guidance, and
interpretations of closure requirements
including those pertaining to the
Comprehensive Environmental
Response, Compensation and Liability
Act (CERCLA) remedial actions, RCRA
subtitle C closure actions, RCRA subtitle
D closure actions for sanitary landfills
and open dumps, and more recently for
RCRA subtitle D CCR unit closures.
Commenters urged EPA to employ a
more formal approach (i.e., rulemaking,
policy memo, guidance document) to
establish such interpretations if EPA
finalizes these determinations and thus
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makes a substantial shift in the
interpretation and policies for closure
requirements for CCR or other units.
Commenters argue that absent formal
comprehensive written guidance, State
agencies should be allowed latitude to
interpret the regulations.
Response: EPA does not agree with
the comments suggesting EPA should
defer to the varying interpretations of
the Federal CCR regulations of the 50
States and the regulated community
until EPA has revised the Guidance
Document or revised the CCR
regulations. EPA is aware of no
authority that supports—or requires—
such an approach and the comments do
not provide any. Further, such an
approach would lead to inconsistent
interpretations of the regulations and, as
the Agency is seeing here,
interpretations that are leading to State
permits that are not as protective as the
Federal CCR regulations.
EPA also disagrees that directing
States to the Part A and Part B
determinations is in any way
inappropriate or unreasonable. At the
same time EPA was reviewing
Alabama’s and other States’ CCR permit
program applications, EPA was
reviewing requests for Part A extensions
of the deadline to cease receipt of waste
to unlined surface impoundments and
Part B submissions for alternate liner
demonstrations. When conducting those
reviews, the Agency was required to
review facility compliance with the
Federal CCR regulations as part of the
decision-making process. What EPA
found during the Part A and Part B
reviews was significant noncompliance
with the requirements of the Federal
CCR regulations, particularly
noncompliance with the closure
requirements for unlined surface
impoundments, the groundwater
monitoring network requirements, and
the corrective action requirements.20 As
explained in the Proposed Denial, the
proposed Part A determinations and
comments on those determinations
brought to light the extent to which
some States and members of the
regulated community were not
interpreting the regulations correctly,
particularly with respect to the closure
requirements for unlined surface
impoundments. 88 FR 55229. EPA
thereafter informed States and facilities
with unlined surface impoundments of
the Agency’s concerns and directed
them to the Part A determinations for
the guidance on implementing the rules.
20 This web page contains links to Part A
decisions that EPA proposed in 2022 and 2023. It
also links to the Gavin final decision: CCR Part A
Implementation: https://www.epa.gov/coalash/coalcombustion-residuals-ccr-part-implementation.
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The proposed and final Part A decisions
were internally consistent and available
to States to explain EPA’s concerns with
CCR permits, and all States with
unlined surface impoundments then
had detailed descriptions of EPA’s
concerns.
EPA further disagrees that the
litigation on the Agency’s interpretation
of the closure requirements means the
Agency must approve or defer decisions
on State programs that the Agency
believes are less protective than the
Federal CCR regulations. As noted
above, EPA disagrees with the
comments against EPA’s interpretation
of the closure requirements and those
issues are being litigated. In this case,
EPA is simply applying its consistent
position on the matter. The fact that that
a similar dispute over the meaning of
EPA’s regulations is occuring in an
unrelated action is no reason for EPA to
refuse to apply this position or to act
inconsistently with its stated position.
Further, no commenter has explained
how it would be reasonable to for EPA
to approve a State program that the
Agency concludes does not in fact
require each CCR unit to comply with
standards at least as protective as
Federal CCR regulations. EPA has not
identified a rationale either.
Furthermore, as noted above, EPA also
proposed to deny approval of Alabama’s
program due to deficiencies in the
groundwater monitoring networks and
corrective action requirements and a
general pattern of inadequate review
and documentation of CCR permit
applications. 88 FR 55230. Thus, even if
EPA did not consider the closure issues,
the Agency would still be unable to
conclude that Alabama’s CCR program
requires each CCR unit to achieve at
least the minimum level of protection.
EPA also disagrees that it is changing
long standing regulations, guidance, and
interpretations of closure requirements,
including those pertaining to the
CERCLA remedial actions, RCRA
subtitle C closure actions, RCRA subtitle
D closure actions for sanitary landfills
and open dumps, and more recently for
RCRA subtitle D CCR unit closures. All
of these arguments related to closure are
addressed in the Gavin Decision 21 and
the litigation on the closure standards,
and EPA is maintaining the
interpretations set forth therein. Further,
EPA disagrees that it must or should
wait to rely on the Agency’s
interpretation of the closure
requirements until the litigation is
21 Final Decision: Denial of Alternate Closure
Deadline for General James M. Gavin Plant,
Cheshire, Ohio, EPA–HQ–OLEM–2021–0100
November 22, 2022.
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resolved or wait to consider CCR
permits as part of the state permit
program review until the Agency revises
the Guidance or regulations. EPA has
identified a problem and it would not be
reasonable to ignore information
relevant for determining whether a State
CCR program is sufficiently protective
simply because the Guidance has not
caught up to the facts. Finally, as noted
above, EPA has now revised the CCR
regulations to include new definitions
that make clear Alabama’s CCR program
is inconsistent with and less protective
than the Federal program with respect
to closure of unlined surface
impoundments.
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4. EPA Should Consider CCR Permits in
Its State Program Approval Process
Comment: Commenter agrees with
EPA’s approach to considering State
CCR permits when reviewing State CCR
permit programs and states that Georgia
is an instructive example of why it is
important to take this approach.
Commenter states that Georgia had not
issued State CCR permits when EPA
approved the State’s CCR permitting
program in January 2020, so the Agency
did not have the benefit of knowing how
the State would administer its State
regulations. Commenter states that since
EPA approval, Georgia issued a
proposed permit in July 2021 for a CCR
impoundment at Georgia Power
Company’s Plant Hammond, which
would authorize closure with waste left
in the impoundment and installing a
cap which would leave CCR deep in
groundwater forever. Commenter states
that Georgia’s disregard of the plain
language of the Federal CCR regulations
led to EPA writing Georgia
Environmental Protection Division
(EPD) concerning its permitting
practices. Commenter states that since
that time, Georgia has not issued a final
permit for Plant Hammond,22 has not
issued proposed permits for any other
CCR impoundment in Georgia, and, in
effect, has stopped operating its CCR
program. Commenter States that the
Georgia fiasco should not be repeated.
Commenter states that through this
denial, EPA will avoid an even worse
outcome in Alabama, where ADEM has
issued illegal final permits. Commenter
also states that by its action EPA will
also communicate to Georgia and other
State agencies that a State CCR permit
program must actually follow the
requirements of the Federal CCR
regulations.
22 EPA notes that Georgia EPD issued a final CCR
permit on November 13, 2023, for Plant Hammond’s
Ash Pond 3 (AP–3).
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Response: EPA agrees that
considering State CCR permits when
determining whether to approve a State
CCR permit program application is
consistent with the statute and
necessary to ensure no State program is
approved unless it requires each CCR
unit in the State to comply with the
minimum level of protection (i.e., the
Federal CCR regulations). In part
because EPA concludes that Alabama’s
permits are not as protective as the
Federal CCR regulations, EPA is taking
final action to deny approval of
Alabama’s CCR permit program.
Comments related to Georgia are outside
the scope of this action and no response
is required.
5. EPA Should Not Consider CCR
Permits in Its State Program Approval
Process
Comment: Commenters maintain that
EPA relies on its recent, disputed, and
legally contested interpretations of the
regulatory closure performance
standards, groundwater monitoring
conditions, and corrective action
requirements in the Federal CCR
regulations to conclude that several
ADEM-issued permits are inadequate
because they allegedly fail to achieve
those requirements (as interpreted by
EPA). More specifically, commenters
state that EPA faults ADEM for issuing
permits:
1. ‘‘allowing CCR in closed units to
remain saturated by groundwater,
without requiring engineering measures
that will control the groundwater
flowing into and out of the closed unit;’’
2. ‘‘approv[ing] groundwater
monitoring systems that contain an
inadequate number of wells, and in
incorrect locations, to monitor all
potential contaminant pathways and to
detect groundwater contamination from
the CCR units in the uppermost
aquifer;’’ and
3. ‘‘allow[ing] the permittee to delay
implementation of effective measures to
remediate groundwater contamination
both on- and off-site of the facility.’’
Commenters assert that EPA’s
allegations of deficiency are predicated
on EPA’s recent and disputed
interpretations, none of which have
been formally promulgated through
notice and comment rulemaking, as well
as its own unilateral technical review,
without regard to the role of—or
certifications provided by—P.E.s.
Commenters believe EPA’s allegations
are improper and cannot lawfully be
used as a basis for denying ADEM’s CCR
permit program.
Commenters further argue that EPA
acted improperly because it reviewed
available State issued and proposed
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permits. Commenter notes that EPA
stated ‘‘unlike Georgia, Texas, and
Oklahoma (currently the only three
States with EPA approval for State CCR
permit programs), Alabama had already
begun implementing its State CCR
Permit program and issuing permits
prior to its submittal of an Application
for EPA approval of the State’s CCR
permit program’’. Commenters further
note that EPA stated ‘‘to the extent the
state implements its CCR regulations
prior to EPA’s determination of state
program adequacy, EPA will also
discuss that state’s interpretation and
implementation of its program to ensure
EPA fully understands the program and
to determine which of the two statutory
standards EPA will use to evaluate the
state program. EPA took the same
approach with Alabama as with other
states seeking approval.’’
Commenters argue EPA is wrong to
take this approach because the 2017
Guidance Document and the
information required for the Oklahoma,
Georgia and Texas permit programs
applications do not require States to
provide EPA with issued permits or
proposed permits if the State begins to
implement the State permit program
without EPA approval. Commenters also
argue this is the correct approach
because State agencies should be
allowed reasonable latitude to interpret
regulations; especially where EPA
guidance has not been issued.
Commenters further recommend that
EPA review all State permit programs
with the same criteria and in accordance
with the 2017 Guidance Document and
RCRA section 4005(d).
Response: As stated above, EPA does
not agree that it must approve a State
program where the Agency has
determined State permits are less
protective than the Federal CCR
regulations. Instead, in light of EPA’s
review, it would be unreasonable to
approve the State program since the
Agency has concluded that the State
permits do not in fact require
compliance with at least the minimum
level of protection required. Further, in
this case, Alabama would have to
acknowledge EPA’s concerns and take
steps to start revising flawed permits for
EPA to approve the State’s CCR permit
program.
Further, despite the commenters’
assertion, not all of the bases for the
proposed and final denial are subject to
litigation and, even if they were, it
would make sense for EPA to maintain
consistent positions across different
actions. With respect to P.E.
assessments, EPA made clear in the
2015 Rule that it would not rely
exclusively on engineer certification to
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ensure compliance with technical
standards, but that other mechanisms
would also help to ensure compliance.
80 FR 21312, 21334–35. First, the
performance standards in the
regulations are independent
requirements and are enforceable
regardless of whether a P.E. certification
was obtained. The 2015 rulemaking
preamble made this clear in response to
commenters concerned that the
proposed regulations relied too heavily
upon the judgment of P.E. In the
preamble, EPA explained that it
disagreed that the rules rely ‘‘almost
entirely’’ on professional engineers to
protect human health and the
environment. The final rule relies on
multiple mechanisms to ensure that the
regulated community properly
implements requirements in this rule.
As one part of this multi-mechanism
approach, owners or operators must
obtain certifications by qualified
individuals verifying that the technical
provisions of the rule have been
properly applied and met. However, a
more significant component is the
performance standards that the rules lay
out. These standards impose specific
technical requirements. The
certifications required by the rule
supplement these technical
requirements, and while they are
important, they are not the sole
mechanism ensuring regulatory
compliance. Id. at 80 FR 21335.
In addition, information the P.E. uses
to assess compliance is required to be
publicly posted on a website
specifically to allow for interested
parties to evaluate the accuracy of the
P.E. certifications. 80 FR 21339. EPA
did not have enforcement authority in
2015, and the statute instead left
enforcement to States and citizens. See
42 U.S.C. 6972(a)(1)(A). 80 FR 21309. To
facilitate such enforcement, the 2015
rule required engineer certifications and
other underlying compliance data to be
posted to the internet, as this would
allow states and the public to evaluate
the accuracy of the certifications in
assessing whether to sue. Id. at 21335.
If EPA intended P.E. certification to
effectively serve as a shield, there would
be no reason to require posting on a
publicly accessible website of the
majority of compliance data that
underly the certifications. EPA
confirmed this in the preamble to the
2015 regulations, stating that making
this information available to other
parties (e.g., state agencies and citizens)
was another mechanism to ensure
technical performance standards
established in the regulations would be
achieved. ‘‘EPA has developed a
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number of provisions designed to
facilitate citizens to enforce the rule
pursuant to RCRA section 7002. Chief
among these is the requirement to
publicly post monitoring data, along
with critical documentation of facility
operations, so that the public will have
access to the information to monitor
activities at CCR disposal facilities.’’ Id.
In sum, the certifications do not act as
prohibitions on state or citizen
enforcement, and they certainly do not
bar EPA from using its WIIN Act
authority to enforce standards in the
regulations. Thus, despite commenters’
assertions, a P.E. certification does not
demonstrate or assure actual
compliance with the Federal CCR
regulations (or any rule), nor does it
deprive EPA of its ability to conduct an
independent assessment or to reach a
contrary conclusion from a P.E. In this
case, comments have not provided
sufficient evidence to rebut EPA’s
conclusions in favor of the conclusions
reached by the P.E.’s hired by the
relevant facilities as part of the State
permitting processes.
As stated above, EPA does not agree
that its approach with respect to
Oklahoma, Georgia, and Texas prevent
EPA from now considering proposed
and final permits that are available for
review at the time the Agency is
evaluating a State program. EPA was not
aware of the potential widespread issues
with implementation of the Federal CCR
regulations when approving those State
programs, and it was not until the
Agency reviewed the Part A
applications and received comments on
the Part A Proposed Denials that the
Agency realized the extent of the
problems. Since that time, EPA has
proactively engaged States and facilities
to ensure compliance with the Federal
CCR regulations. In any event, EPA
considered Oklahoma’s permits as part
of the review approval process, and EPA
is currently engaged with both Georgia
and Texas as they issue State CCR
permits.
EPA also disagrees that the Agency
should defer to potentially many
different State interpretations of the
Federal CCR regulations.
6. EPA Must Approve Alabama’s CCR
Permit Program Because Alabama’s
Regulations Mirror the Federal CCR
Regulations
Comments: Commenters argue that
ADEM’s permit program meets statutory
requirements because it mirrors the
Federal CCR regulations and it is
consistent with EPA’s 2017 Guidance
Document, so EPA must approve
without looking to implementation of
the regulations. Commenters maintain
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that ADEM complied with the WIIN Act
because the State provided ‘‘evidence of
a permit program or other system of
prior approval and conditions under
State law’’ for CCR units and showed
that the State program is ‘‘at least as
protective as’’ the Federal CCR
regulations. Commenters state that EPA
reviewed ADEM’s authority, State
public participation procedures,
technical criteria, and other relevant
factors in the Proposed Denial and the
Agency found that ‘‘these aspects of the
Alabama CCR permit program provide
the State with the necessary authority to
implement an adequate State program.’’
Commenters also state that EPA does
not question ADEM’s resources to
administer the program.
Commenters note that EPA did not
stop its review with the State’s CCR
permit program regulations, as it should
according to comments, and EPA
instead based its disapproval of ADEM’s
program on the Agency’s review of
Alabama CCR permits and on recent
statements of interpretation which were
not subject to proper notice and
comment rulemaking and are currently
being challenged in the U.S. Court of
Appeals for the D.C. Circuit.
Commenters conclude that EPA should
approve because, according to the
commenters, ADEM has implemented
regulations that are identical in text and
substance to those of EPA as to the
standards at issue; ADEM’s provisions
for public participation are satisfactory
to EPA; there is no risk to human health
or the environment; and ADEM has
demonstrated that it has the appropriate
resources and expertise to implement
the CCR program, backed by decades of
implementation of parallel RCRA
programs.
Commenters state that the WIIN Act
requires EPA to approve a State CCR
permit program application no later
than 180 days after submission if the
Agency ‘‘determines that the program or
other system requires each coal
combustion residuals unit located in the
State to achieve compliance with the
applicable criteria for coal combustion
residuals units under part 257 of title
40, Code of Federal Regulations . . . or
such other State criteria that the
Administrator, after consultation with
the State, determines to be at least as
protective’’ as the Federal CCR
regulations. Thus, according to
commenters, the plain text of Alabama’s
regulations requires CCR units in the
State to comply with all of the
substantive Federal CCR regulations
requirements, including those related to
closure, corrective action, and
groundwater monitoring, and EPA has
determined that ADEM’s standards are
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at least as protective as the Federal CCR
regulations. Commenters state that
because ADEM’s application fulfills the
requirements of 42 U.S.C. 6945(d) to
require compliance with the Federal
CCR regulations criteria or State-specific
criteria that are at least as protective as
the Federal CCR regulations, EPA must
approve the application and the Agency
should not consider information beyond
the four corners of the application when
evaluating a State CCR permit program
application, particularly when the new
positions at issue were put forth without
proper notice and comment and are
subject to litigation as discussed below.
Commenters argue that the WIIN Act
provides a separate mechanism for EPA
to review an approved State permit
program and address alleged
deficiencies with implementation of the
approved State program. According to
commenters, the WIIN Act directs EPA
to provide a notice of deficiencies and
an opportunity for a public hearing if
‘‘the State has not implemented an
adequate permit program’’ or if ‘‘the
State has, at any time, approved or
failed to revoke a permit for a coal
combustion residuals unit, a release
from which adversely affects or is likely
to adversely affect the soil, groundwater,
or surface water of another State.’’ Based
on this language, commenters assert
EPA must approve an application first
before addressing any alleged issues
with implementation.
Commenters also state that RCRA
subtitle D ‘‘envisions that states are
primarily responsible for regulating
disposal of nonhazardous wastes in
landfills and dumps.’’ Commenters
further assert that EPA’s principal role
under subtitle D ‘‘is to announce
Federal guidelines for state management
of nonhazardous wastes. . . .’’ Thus,
according to commenters, States have
the primary role to interpret and
implement waste regulations and EPA
should not attempt to supplant the
cooperative federalism approach that is
enshrined in RCRA by requiring strict
compliance with the Agency’s flawed
positions as a prerequisite for approving
a State program.
Commenters note that in August 2017,
EPA issued the Guidance Document for
States with information and procedures
on how to develop and submit their
State CCR permit programs to EPA for
approval. The guidance includes
frequently asked questions about the
WIIN Act and the process for States to
seek approval, as well as detailed
checklists for State program submittals.
Commenters further state that ADEM
initially submitted its application for
State permit program approval to EPA
over five years ago on July 12, 2018.
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Commenters state that ADEM submitted
revised applications on February 26,
2021, and December 29, 2021.
Commenters state that ADEM’s latest
application (i.e., its ‘‘evidence of a
permit program’’) contains all of the
information and followed all of the
procedures outlined by EPA in its
interim final guidance, and, after review
of the State’s submission, EPA
confirmed that ‘‘the express terms of
ADEM’s CCR permit program . . .
include[ ] all regulatory provisions
required for approval’’ and ‘‘provide the
State with sufficient authority to require
compliance with the Federal
requirements or equivalent State
requirements.’’
Commenters further state that EPA
changed its approach and took a sharp
turn and began describing its evaluation
of Alabama’s program against criteria
not only outside of EPA’s statutory
directive but also beyond any regulatory
authority of the Agency. Commenters
state this approach is troubling for many
reasons and that the proper standard for
comparison exists in 40 CFR part 257.
Commenters further state that Alabama
has easily satisfied both criteria, and its
program should be approved
expeditiously. Commenters assert that
EPA has appropriately determined that
Alabama’s approach to CCR permit
applications and approvals is adequate.
See, 88 FR 55229, August 14, 2023.
Commenters also assert that EPA found
that the Alabama CCR program will
provide robust implementation and
enforcement of the State’s CCR
requirements and afford adequate
opportunity for citizen intervention in
civil enforcement proceedings. 88 FR
55229; see also Docket ID EPA–HQ–
OLEM–2022–0903–0133, Proposed
Denial TSD Volume III. Commenters
state that the Alabama CCR program
constitutes a well-developed permit
program that, as required by the WIIN
Act, ‘‘provide[s] evidence of a permit
program or other system of prior
approval and conditions under State
law for regulation by the State of coal
combustion residuals units that are
located in the State.’’ 42 U.S.C.
6945(d)(1)(A). Commenters maintain
that Alabama’s CCR permit program will
provide more than adequate
opportunities for public participation in
the permitting process. Commenters
state that to the extent there are any
differences, ‘‘the differences do not on
their face substantively make the State
regulations less protective than the
Federal CCR regulations.’’ Id.
Commenters maintain that the State’s
CCR regulations contain all the
technical elements of the Federal CCR
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48789
regulations, including requirements for
location restrictions, design and
operating criteria, groundwater
monitoring and corrective action,
closure requirements, post-closure care,
recordkeeping, notification and publicly
accessible website posting requirements.
EPA TSD Volume III at 6–9; 88 FR
55228. For these reasons, commenters
state that EPA should approve
Alabama’s CCR permit program, such
that it will apply in lieu of the Federal
regulations.
Commenters point to the program
review and withdrawal provisions of
RCRA 4005(d) and state that the key
takeaways from this portion of the
statute are that: (1) In the event the State
were to fail to cure program
implementation deficiencies identified
during EPA’s periodic review of the
State program, or if the State were to fail
to deliver on its commitment to update
its approved program at such time as the
Federal requirements change, EPA has
the authority and responsibility to
withdraw the State’s program approval,
after appropriate notice and opportunity
for a public hearing; and (2) Once a
program withdrawal occurs, the State
has the opportunity to have its program
approval restored upon correction of the
offending program deficiencies.
Commenters maintain that the review
and withdrawal provisions support a
conclusion that EPA may not consider
implementation and State CCR permits
when evaluating a State CCR permit
program.
Response: EPA agrees that Alabama’s
State CCR regulations in large part
mirror the Federal CCR regulations and
that, for this reason, the State’s
regulations provide Alabama with
sufficient authority to implement a CCR
program that meets the standard for
approval under section 4005(d)(1)(B).
But EPA disagrees that copying the
Federal CCR regulations alone is
sufficient to require EPA to approve a
State program when the Agency has
concluded that the program, as
implemented through State permits, is
in practice, not as protective as the
Federal CCR regulations. As noted
above, section 4005(d)(1)(B) of RCRA
requires EPA to conclude that a State
program ‘‘requires each CCR unit . . . to
achieve compliance’’ with at least the
minimum level of protection (i.e., the
Federal CCR regulations or equivalent
State standards) before approving the
program, not, as the commenters
contend, to simply require compliance
with those standards. Congress was thus
clear that a requirement to comply is
insufficient; this is why EPA evaluates
not only the CCR specific requirements
but also the State’s general authority to
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issue permits and impose conditions in
those permits, as well as the State’s
authority for compliance monitoring
and enforcement, and whether the State
has the resources to implement and
enforce the program. Consequently, the
RCRA section 4005(d)(1)(B) standard is
not met where, whatever the State
regulations may say, the permits issued
to implement those regulations
authorize actions that are inconsistent
with the plain language of the Federal
CCR regulations. This is because
Congress specified that what matters is
what the State program actually requires
the permittee to achieve; and, for
example, a permit that simply recites
the regulations while simultaneously
approving a clearly deficient closure or
groundwater monitoring plan cannot
plausibly be argued to require the
facility to achieve compliance with
those regulations. And where, as here,
the Agency has concluded the State
program is not as protective, EPA does
not have a basis to approve the program
under the statute.
At the same time, however, none of
the comments appear to question EPA’s
authority to withdraw a State CCR
program if, after approval, the Agency
determines that a State is not
implementing its CCR permit program
in a manner that ensures permits require
at least the minimum level of
protection. See RCRA section
4005(d)(1)(D). The withdrawal
provisions of the statute presume that
EPA disagrees with how a State is
implementing its CCR permit program
(e.g., EPA believes the state permits are
inadequate) when EPA takes action to
withdraw a State CCR program, and the
statute gives EPA the authority to
review all State CCR permit programs,
including those that mirror the Federal
CCR regulations. Notwithstanding, the
comments appear to suggest that EPA
cannot question implementation of a
State program that adopts the Federal
CCR rule terms because States are
allowed to interpret the regulations
differently than EPA. Taken to its
logical conclusion, there would be
separate standards for withdrawal based
on whether the program was approved
under RCRA 4005(d)(1)(B)(i) or (ii), and
EPA would be essentially precluded
from withdrawing approval of a State
program if approval was based on RCRA
4005(d)(1)(B)(i). The commenters’
interpretation would read a limitation
on State withdrawal that has no basis in
the statute. EPA declines to read such a
limitation into the statute or adopt a
position that requires the Agency to
ignore information (e.g., final State
permits) that is clearly relevant to the
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finding that EPA must make when
determining whether a State program in
fact meets the statutory requirements.
Finally, EPA does not see any benefit to
a system where EPA must first approve
a deficient program to only then be
forced to expend further resources on
withdrawing that same program for the
same deficiencies.
In addition, comments do not address
all the technical issues with the
Alabama CCR permits that EPA
identified in the Proposed Denial. For
example, the comments do not
demonstrate EPA’s interpretations of the
requirements for groundwater
monitoring systems and corrective
action are novel or a change in the
standards, and many of the issues
identified in the Proposed Denial were
either not addressed or insufficiently
addressed in the comments. Without
some response to the issues, EPA cannot
conclude that the permits in fact require
each CCR unit to achieve the minimum
level of protection. As EPA explained in
the proposal, because the permits issued
by Alabama appear to interpret the
Federal CCR regulations differently than
EPA, Alabama is essentially submitting
‘‘other State criteria,’’ and consistent
with RCRA 4005(d)(1)(B)(ii), in order for
EPA to approve such a program,
Alabama must provide the information
to support a determination that the State
criteria are ‘‘at least as protective as the
[Federal CCR regulations].’’ Further,
none of the comments address the
general concern that Alabama is not
exercising sufficient review and
oversight of the program, and,
conversely, the fact that information
beyond what is in the permit record is
necessary to explain why the permits
are sufficient demonstrates that ADEM’s
permit program implementation is
insufficient. See Comment Response
above.
EPA also disagrees that the Agency is
prohibited from considering State
permits in the program review process
because the Guidance Document does
not contemplate review of permits. The
Guidance Document does not, and
indeed cannot, prevent EPA from
considering information that falls
squarely within the ordinary meaning of
what the statute expressly directs EPA
to consider, even if that information is
not described therein when such an
instance arises. In this instance, the
reason the Guidance Document does not
address the issue is because, as noted
above, EPA was not aware of the
widespread problems with State CCR
permits until the Agency reviewed the
Part A requests for extensions and
received the comments from States and
industry on the Proposed Denials of Part
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A requests in 2021, three years after
issuance of the Guidance Document.
EPA also did not anticipate that a State
might demonstratively contend that
EPA should adopt a fundamentally
different interpretation of the CCR
regulations than what EPA intended in
writing them. In addition, as noted
above, EPA has since raised the issue of
permits with every State requesting
approval of a State CCR permit program
and with the three States that have
approved State programs.
Finally, EPA disagrees that it is
attempting to supplant the cooperative
federalism approach enshrined in
RCRA. Even under the more limited
authority conferred on the Agency prior
to the WIIN Act, EPA’s subtitle D
criteria established minimum national
standards with which facilities were
required to comply, irrespective of state
law. The Federal criteria are intended to
establish a consistent minimum national
floor; if States could simply reinterpret
those criteria to establish different
requirements (e.g., a different floor
specific to the state), this would defeat
the purpose. Moreover, the commenter
has misunderstood both the intent and
effect of the WIIN Act. Congress
deliberately expanded EPA’s role under
the existing subtitle in 2016 when it
granted EPA the authority to enforce the
Federal criteria, issue permits in nonparticipating states, and to establish the
minimum national standards that are
both applicable directly to facilities and
used to evaluate state programs.
7. Lack of a Federal Permit Program To
Serve as Comparative Basis
Comment: Commenters state that in
the Proposed Denial, EPA specifies that
section 2301 of the WIIN Act amended
section 4005 of RCRA, creates a new
subsection (d) that establishes a Federal
CCR permitting program similar to
permit programs under RCRA subtitle C
and other environmental statutes.
Commenters further state that the WIIN
Act only establishes a Federal permit
program; it does not specify it be under
RCRA subtitle C. Commenters note that
on April 17, 2015, EPA published the
first Federal CCR regulations regulating
CCR as a subtitle D solid waste.
Commenters conclude that section 2301
of the WIIN Act and section 4005 of
RCRA do not specify the establishment
of a Federal CCR permitting program
similar to permit programs under RCRA
subtitle C. Commenters state that
Chapter 2 Item 1 of the 2017 Guidance
Document states that EPA is using 40
CFR part 239, which are the
requirements for determining adequacy
of State subtitle D permit programs, as
a guide for what a State submission
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should include. Commenters argue that
this is the reason States are drafting CCR
State permit programs that are in line
with their EPA approved subtitle D
permit programs.
Commenters recommend EPA
approve State permit programs that
permit and interpret the Federal
regulations in line with RCRA subtitle D
solid waste programs since EPA
promulgated national CCR standards
under RCRA subtitle D and not RCRA
subtitle C.
Commenters argue that the lack of a
Federal permitting program is a key
weakness in EPA’s Proposed Denial.
Commenters maintain that EPA has no
Federal permit program for States to
compare to the State programs and that
EPA does not have any practical
experience developing and issuing CCR
permits. Commenters appear to believe
that EPA cannot evaluate permits until
the Agency has established a Federal
CCR permit program and started issuing
permits under the program.
Commenters note that the Proposed
Denial contends that once a permit is
issued, the permit serves as a ‘‘shield’’
to the regulations and at that point the
facility is only responsible for
compliance with the permit and the
Federal regulations are no longer the
governing rules (88 FR 55223, August
14, 2023). Commenters state that these
assertions by EPA are incorrect.
Commenters note that EPA has no CCR
permitting program. Commenters
question how the Federal CCR
regulations requires a facility to achieve
compliance without a Federal permit
program. Commenters also state that
because ADEM regulations are
equivalent to the Federal rules,
inclusion of ADEM regulations in
ADEM-issued permits is equivalent to
inclusion of Federal rules in the permit.
Commenters state that, for this reason,
if EPA considers the current Federal
rules sufficient to require facilities to
‘‘achieve compliance’’, then the ADEMissued permits that refer to these rules
must also meet the same standard.
Commenters argue that EPA is
attempting to hold ADEM to a higher
standard than EPA itself is required to
achieve and seeks to punish ADEM for
having a permitting program when EPA
does not. Commenters conclude that, at
best, it seems premature to move
directly to program denial until EPA
has, through the traditional, longstanding regulatory development and
approval process, promulgated a set of
Federal permitting standards.
Response: EPA disagrees that it is
holding ADEM to a higher standard than
EPA itself is required to achieve. The
statute imposes the same standard on
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EPA permits that it imposes on State
permit programs. See 42 U.S.C.
6945(d)(2)(B) (‘‘Administrator shall
implement a permit program to require
each coal combustion residuals unit
located in the nonparticipating State to
achieve compliance with applicable
criteria established by the Administrator
under part 257 . . .’’) (emphasis added).
EPA has interpreted this provision to
require a Federal CCR permit to include
specific provisions to ensure that the
permittee achieves compliance with the
Federal CCR regulations, rather than
merely reiterating the regulations. See,
85 FR 9964–9965 (describing examples
of permit conditions).
Commenters are also incorrect to the
extent they suggest the Federal CCR
regulations cannot be enforced because
EPA has yet to take final action on the
Federal CCR permit program
regulations. The Federal CCR
regulations are directly enforceable
against facilities until they receive a
permit from an approved State or
pursuant to a Federal permit program.
For this reason, if EPA approved
Alabama’s CCR permit program, the
Federal CCR regulations would no
longer apply to the final CCR permits
that EPA believes are insufficiently
protective, and facilities would have a
permit shield for their flawed permits.
Absent approval and the attendant
permit shields, EPA can proceed with
actions at any time to require the
facilities to come into compliance with
the Federal CCR regulations. Indeed,
EPA is currently pursuing a number of
enforcement actions. Further, the
comments imply that Alabama’s CCR
permits simply recite the applicable
regulations, but, in fact, the permits not
only cite the applicable regulations but
also specify the actions required to be
taken to comply with the provisions. In
this case, many of the actions being
required in the permits are not sufficient
to meet the requirements of the Federal
CCR regulations.
EPA also disagrees with comments
stating the Agency must approve
Alabama’s program because the
regulations are identical. Because the
State’s interpretation of EPA’s
regulations is different from the
Agency’s (as demonstrated by the
permits it has issued), Alabama is in fact
operating a different program than EPA,
even if the terms of the regulations are
the same. Under the statute, the State
must explain how its alternative
standards are as protective and ADEM
has refused to provide an explanation.
RCRA 4005(d)(1)(B)(ii).
The fact that EPA’s permitting
regulations have not yet been
promulgated is irrelevant to the fact that
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permits issued by ADEM allow CCR
units in the State to comply with
alternative requirements that are less
protective than the requirements in the
Federal CCR regulations with respect to
groundwater monitoring, corrective
action, and closure. Even absent a
Federal CCR permit program, the
Federal CCR requirements apply
directly to facilities until the facility
obtains a permit from an authorized
State or EPA after it promulgates the
Federal CCR permit program.
For example, as discussed in the
Proposed Denial, ADEM has issued
multiple permits allowing CCR in
closed units to remain saturated by
groundwater, without requiring
adequate, or in some cases any,
engineering measures to control the
groundwater flowing into and out of the
closed unit. ADEM has also approved
groundwater monitoring systems that
contain an inadequate number of wells,
and in incorrect locations, to detect
groundwater contamination from the
CCR units. Finally, ADEM has issued
multiple permits that effectively allow
the permittee to delay implementation
of effective measures to remediate
groundwater contamination both onand off-site of the facility. Overall,
EPA’s review of the permit records
demonstrates a consistent pattern of
deficiencies in the permits and a lack of
oversight and independent evaluation of
facilities’ proposed permit terms on the
part of ADEM.
EPA further disagrees with the
comments stating that EPA must
approve State programs consistent with
the way State programs are approved
under RCRA subtitle D for non-CCR
units, and that EPA is approving State
CCR permit programs under RCRA
subtitle C. In fact, EPA is not evaluating
State CCR permit programs the same as
the approach for evaluating other State
permit programs under either subtitle D
for non-CCR units or subtitle C for
hazardous waste units, and instead the
Agency is evaluating State CCR permit
programs based on RCRA section
4005(d), which is a unique State
program approval provision that is
different from the other State program
approval provisions in RCRA subtitle C
and D. In addition, EPA’s advice in the
Guidance Document to look at the
process for approval of State programs
under RCRA subtitle D when
developing the regulations and
procedures for a State CCR program was
not an indication that those regulations
apply or that the standard for approval
of non-CCR RCRA State programs
applies to approval of State CCR permit
programs. Instead, EPA must comply
with RCRA section 4005(d) when
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evaluating State CCR permit programs
and the commenters do not explain how
EPA could ignore that provision and
apply a different RCRA State program
approval process.
8. Comments in Support of EPA’s
Interpretation of the Closure Standards
for Unlined Surface Impoundments
Comment: Commenters state that the
governing standards for closure in place,
monitoring, and corrective action are set
out clearly in the Federal CCR
regulations, and EPA consistently has
applied the plain language of the
Federal CCR regulations as it has in the
Proposed Denial. Commenters state that
Alabama has adopted regulations that
mimic the language of the Federal CCR
regulations, but as EPA points out,
ADEM has disregarded the plain
language of the regulations and instead
has allowed utilities in Alabama to
leave CCR in old, unlined, leaking
riverfront pits saturated in water, below
the water table and even below sea
level. Commenters state that EPA has
clearly applied the straightforward
requirements of the Federal CCR
regulations in its Gavin decision and
has replied to all the arguments made by
ADEM, Alabama Power, and Alabama
Power’s trade associations in its
responses to comments on the proposed
Gavin decision. Commenters state that
EPA has also applied those standards in
issuing a Notice of Potential Violations
to the Alabama Power Company
(Alabama Power) for its violations of the
Federal CCR regulations at Plant Barry
near Mobile. Commenter notes that, in
the Proposed Denial, EPA applied the
plain language of the Federal CCR
regulations and the WIIN Act and
followed the same course it has
followed repeatedly in the past.
Commenters note that Duke Energy,
one of the largest energy companies in
the country, also recognizes and
understands the plain language of the
Federal CCR regulations. Commenters
state that Duke Energy has set out that
the 2015 CCR Rule’s closure
performance standards prohibit closurein-place where groundwater is in actual
or likely contact with the CCR unless
effective engineering measures can be
installed to control, minimize, or
eliminate such conditions. Commenters
further assert that contrary to the
closure and storage practices ADEM has
repeatedly permitted, the utility
industry’s research arm, the Electric
Power Research Institute, long ago
informed its members that capping an
unlined CCR impoundment in place is
inappropriate where the ash remains in
contact with groundwater: ‘‘Caps are not
effective when [coal ash] is filled below
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the water table, because groundwater
flowing through the [coal ash] will
generate leachate even in the absence of
vertical infiltration through the [coal
ash].’’ Commenters state that the legal
standards are clear, and EPA has fully
explained them in the Proposed Denial,
the Notice of Potential Violations sent to
Alabama Power, the Gavin decision, the
Agency’s response to Gavin comments,
and elsewhere.
Commenters state that the Federal
CCR regulations plainly states that if a
CCR impoundment is to be capped in
place, ‘‘[f]ree liquids must be
eliminated,’’ the utility must
‘‘[p]reclude the probability of future
impoundment of water, sediment, or
slurry,’’ and the utility must ‘‘[c]ontrol,
minimize or eliminate, to the maximum
extent feasible, post-closure infiltration
of liquids into the waste and releases of
CCR, leachate, or contaminated run-off
to the ground or surface waters or to the
atmosphere.’’ 40 CFR 257.102(d)(2)(i)
and (d)(1)(ii) and (i). Yet, as EPA sets
out in its Proposed Denial and its Notice
of Potential Violation (NOPV) for Plant
Barry, ADEM has allowed utilities to
cap in place unlined leaking CCR
impoundments across Alabama, in
violation of all these provisions.
Commenter argues that ADEM seeks to
justify approval of its Application
despite its pervasive violations of the
Federal CCR regulations by pointing out
that its State CCR regulations copy the
relevant language of the Federal CCR
regulations. Commenters assert that
ADEM asks EPA to put on blinders, to
read just the bare language of ADEM’s
regulation, and to ignore what ADEM is
doing in practice across the State to
allow CCR impoundments to fall far
short of the Federal standards.
Commenters state that ADEM’s
argument asks EPA to allow Alabama to
nullify the Federal CCR regulations and
the WIIN Act and to violate the
requirements and purpose of the WIIN
Act. Commenters argue that the WIIN
Act requires much more than EPA
merely reviewing a State application to
see if the language of the State
regulations matches the language of the
Federal CCR regulations, and, instead,
the WIIN Act requires EPA to determine
that ‘‘the program or other system [of
the State] requires each coal combustion
residuals unit located in the State to
achieve compliance with’’ either the
criteria set out in the Federal CCR
regulations or other State criteria that
EPA determines to be as protective as
the criteria of the Federal CCR
regulations. 42 U.S.C. 6945(d)(1)(B).
Commenters maintain that EPA is not
directed to perform a word check of the
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State regulations but rather to determine
whether the State’s program or other
system actually requires all the CCR
units in the State to achieve compliance
with the Federal CCR regulations or
other criteria that are as protective.
Commenters maintain that ADEM’s
program miserably fails to achieve that
compliance and that ADEM’s argument,
if adopted, would make compliance
with the WIIN Act and the protective
standards of the Federal CCR
regulations a farce. Commenters believe
a State agency like ADEM, which has
acted contrary to the plain language of
the Federal CCR regulations and refuses
to address EPA’s concerns with its
program, would be able to disregard
entirely the standards designed to
protect the public, communities, and
clean water and allow CCR to be stored
permanently in unlined pits sitting deep
in groundwater beside major
waterways—despite the plain language
of the Federal CCR regulations and State
regulations to the contrary if Alabama’s
State CCR permit program were
approved. Commenter states further that
EPA maintains that approval would not
only violate the plain language of the
WIIN Act, it would also eliminate the
protections the Federal CCR regulations
provides for all people and all waters in
the United States, including all
Alabamians and the waters in Alabama.
Commenters also state that Alabama
is an outlier and that in the Southeast,
over 250 million tons of CCR are being
cleaned up. Commenters note that by
contrast, every unlined CCR
impoundment in South Carolina is
being excavated; every unlined CCR
impoundment in North Carolina is
being excavated; all of Dominion’s
unlined CCR lagoons in Virginia are
being excavated; notwithstanding
Georgia EPD’s failure to implement the
CCR regulations, Georgia Power has
committed to excavate about two-thirds
of its CCR from unlined impoundments
in Georgia; and to date the TVA has
been required to excavate CCR
impoundments at its Gallatin plant near
Nashville and its Allen plant in
Memphis. Commenters maintain that
every unlined CCR impoundment in the
coastal region of these Southeastern
States is being excavated—but not in
Alabama. Commenters state that only
Alabama is allowing every utility in the
State—regardless of where the CCR
impoundment is located and even
though all the impoundments have ash
sitting deep in groundwater—to leave
all their millions of tons of CCR in
unlined, leaking impoundments beside
the State’s waterways.
Commenters further allege that all
eight of the final CCR permits ADEM
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has issued violate the Federal CCR
regulations. Commenters note that EPA
focused on four Alabama CCR Permits
that were issued to impoundments that
are being closed with waste in place
below the water table in the Proposed
Denial: TVA’s Plant Colbert and
Alabama Power’s Plants Gadsden,
Gorgas, and Greene County.
Commenters state that while EPA
concentrated on these permits, the four
additional CCR permits issued by
ADEM—for Alabama Power’s Plants
Barry, Gaston, and Miller and
PowerSouth Energy Cooperative’s Plant
Lowman—share similar fundamental
flaws and further demonstrate that
Alabama’s permit program fails to meet
the statutory standard for approval.
Commenter states that the permits for
Plants Barry, Gaston, Miller, and
Lowman also ‘‘allow[] CCR in closed
units to remain saturated by
groundwater, without requiring
engineering measures that will control
the groundwater flowing into and out of
the closed unit.’’ 88 FR 55220, 55230
(August 14, 2023).
Commenters state that there are
additional instances where ADEM has
allowed noncompliance with the
Federal CCR regulations and that these
additional flaws further support EPA’s
denial of ADEM’s permitting program.
Commenters state that ADEM adopted
the location restrictions, including a
requirement that by October 17, 2018,
that utilities make a demonstration that
their CCR impoundments are not
located in wetlands. 40 CFR 257.61(a),
(c). Commenters state that ADEM CCR
regulations contain the same
requirement. Alabama Administrative
Code r. 335–13–15.03(2). Commenters
state that Alabama Power posted its
wetlands demonstration for Plant Barry
for both the Federal and State CCR
regulations on its CCR website and that
its demonstration states that the Plant
Barry CCR impoundment is a
wastewater treatment facility and that
wastewater treatment facilities are
excluded from the definition of
wetlands. According to commenters,
based on these conclusions, Alabama
Power states that the Plant Barry CCR
impoundment is not in wetlands.
Commenters state that this approach
makes a mockery of the wetlands
location demonstration because many,
and perhaps all, CCR impoundments
have been permitted under the Clean
Water Act as wastewater treatment
facilities. Commenters state that the
approach Alabama Power takes under
both the Federal and Alabama CCR
regulations would result in all permitted
CCR impoundments satisfying the
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wetlands location restriction—even
though they are in wetlands, within the
floodplain, and built on top of a stream,
as is true with the Plant Barry CCR
impoundment. Commenters state that
the standard is whether the
impoundment is ‘‘in’’ wetlands, not
whether the impoundment ‘‘is’’ a
wetland, but that ADEM has allowed
Alabama Power to get away with this
nonsensical response to the wetlands
location restriction. A review of
Alabama Power’s website demonstrates
that it has filed such meaningless and
evasive wetlands location
demonstrations for all its CCR facilities.
Commenters state that this approach to
wetlands requirements has not been
taken in other jurisdictions. For
example, Duke Energy reported that its
CCR impoundment at its H.F. Lee
facility in North Carolina did not meet
the location restriction because of
leakage into surrounding wetlands.
Duke Energy reached the same
conclusion for its West Ash Basin at its
Roxboro facility also in North Carolina.
Response: EPA agrees with the
comments that the Agency’s application
of the closure requirements in
§ 257.102(d) to the unlined surface
impoundments at issue is reasonable
and reflects the plain meaning of the
regulations. The Agency also agrees that
it is appropriate to consider State CCR
permits when evaluating whether to
approve a State CCR permit program.
EPA also agrees that allowing unlined
impoundments to comply with only the
standards in § 257.102(d)(3) relating to
the cover system is not as protective as
the Federal CCR regulations. As the
commenters note, this conclusion is
consistent with a technical report from
the Electric Power Research Institute
(EPRI) that was included in attachments
to the comment. The report says,
‘‘Capping is usually performed to
prevent or reduce infiltration of water
into CCPs, which subsequently reduces
the volume of leachate generated. Caps
can be installed on both legacy and
recently filled CCP sites. Depending on
climatic conditions, designs can range
from barrier caps utilizing low
permeability materials such as PVC, to
evapotranspirative caps that utilize soil
sequencing and vegetation to promote
runoff and evaporation of water. Caps
are not effective when CCP is filled
below the water table, because
groundwater flowing through the CCP
will generate leachate even in the
absence of vertical infiltration through
the CCP.’’ 23
23 Groundwater Remediation of Inorganic
Constituents at Coal Combustion Product
Management Sites, EPRI Technical Report (2006),
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EPA also agrees that the Agency’s
review of the Alabama CCR permits was
not exhaustive—EPA did not attempt to
identify every potential inconsistency
with the Federal requirements, either in
the permits reviewed in the Proposed
Denial or in other permits that were not
reviewed by EPA. EPA stated in the
Proposed Denial that it was not
conducting a comprehensive review
because the purpose of the evaluations
of the permits was not to evaluate
compliance by the regulated facilities,
but instead to determine whether the
facilities’ permits require facilities to
comply, regardless of actual compliance
by the facilities (stated differently, it is
theoretically possible that the facilities
reviewed in the Proposed Denial are in
compliance with the Federal CCR
regulations even though their permits by
the terms do not require compliance).
The remainder of the comment
address issues outside the scope of this
action and no response is required.
9. Comments in Support of EPA’s
Evaluation of CCR Permits Issued by
ADEM
Comment: Commenter states that the
Black Warrior river watershed flows
through one of the most biodiverse
regions in the country and provides a
source of drinking water for dozens of
communities across north-central
Alabama; the river drains parts of 17
Alabama counties and the area the river
drains, its watershed, covers 6,276
square miles in Alabama and measures
roughly 300 miles from top to bottom;
the watershed is home to over 1 million
residents and contains 16,145 miles of
mapped streams; thousands of people
use the river and its tributaries for
fishing, swimming, hunting, and
watersports, contributing to Alabama’s
$14 billion outdoor recreation economy;
and the river supports numerous
freshwater species, including some that
occur in the Black Warrior basin and
nowhere else in the world. Commenter
states that despite the river’s importance
to the State, Alabama Power plans to
keep three unlined, leaking CCR pits
along the river: Plant Gorgas (Mulberry
Fork, Walker County), Plant Miller
(Locust Fork, Jefferson County), and
Plant Greene County (lower Black
Warrior River). Commenter states that
these three pits contain a total of about
55 million cubic yards of CCR, or an
estimated 55 million tons (110 billion
pounds, or 10 times the amount released
in the Kingston disaster). Commenter
states that Alabama Power’s federally
mandated groundwater monitoring
SELC Comment Attachment 11 at p. 3–6. Docket
Number EPA–HQ–OLEM–2022–0903–0260.
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indicates that groundwater around the
pits contains unsafe levels of toxic
contaminants such as arsenic, cobalt,
lithium, and molybdenum. Commenter
states that but for the mandated
monitoring and reporting requirements
of the Federal CCR regulations, Alabama
residents would have no idea of the
extent of this contamination or the risk
it presents to their communities.
Commenter states that Plant Greene
County Ash Pond was constructed
between 1960 and 1965, and the ash
pond currently occupies approximately
489 acres on the banks of the Black
Warrior River near Forkland, Alabama.
Commenter states that, according to
United States Geological Survey (USGS)
topographic maps, the unlined ash pond
was built across Big Slough, and
associated wetlands, which flows into
Backbone Creek, a tributary of the Black
Warrior River. Commenter states
Alabama Power stopped burning coal at
Plant Greene County in March 2016
after converting all of its electric
production to natural gas, meaning that
the plant is no longer generating new
CCR. Commenter states that at the last
inspection, the ash pond was
determined to be filled to its capacity,
containing 10,300,000 cubic yards (yd3)
of CCR.
Commenter states that EPA’s
environmental justice mapping and
screening tool shows Plant Greene
County has three environmental justice
indexes above the 80th percentile.
Commenter states that these indexes
measure the environmental burden
upon the surrounding community; the
higher the index score, the greater the
burden on the local community. Plant
Greene County’s score for wastewater
discharge concerns is 90.4. Commenter
states that the Plant Greene County
pond was constructed over 5 decades
ago and the pond does not meet the
specifications required under current
regulations for the proper disposal of
CCR. Commenter states that the ash
pond was constructed without any
currently acceptable form of bottom
liner, leaving the CCR and its toxic
constituents to leach into groundwater,
the average level of which is less than
5 feet below the pond.
Commenter states that a stream
named Big Slough was essentially cut in
half by the construction of Plant Greene
County, its CCR pond, and its barge
canal in the mid-1960s. Commenter
states that the Big Slough and
surrounding wetlands throughout the
middle of this large river bend were
buried beneath and contaminated by
toxic CCR. Big Slough continues to flow
from the west side of the CCR pond to
the southwest into Backbone Creek,
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which flows into the Black Warrior
downriver. Commenter states that the
CCR pond is surrounded by a large
earthen dike that contains over fifty
years-worth of toxic CCR waste, now
estimated to be 10.3 million tons.
Commenter states that capping CCR in
place at Plant Greene County will not
erase the very real connection that exists
between Alabama Power’s toxic CCR,
Big Slough buried underneath it, the
wetlands and floodplain it was
constructed in, and the groundwater it
sits in. All of this water is dynamic,
flowing and moving constantly, creating
an ongoing pathway for continued
contamination of groundwater
throughout the area, local streams,
wetlands, and the lower Black Warrior
River.
Commenter states that the
deficiencies in the construction of the
ash pond at Plant Greene County have
damaged the groundwater below and
around the pond. Commenter states that
Alabama Power’s own testing
demonstrates that the groundwater is
contaminated with arsenic, cobalt, and
lithium concentrations that exceed
levels deemed safe by EPA. Commenter
states that arsenic levels in the
groundwater at Plant Greene County
have been measured at levels up to 7.5
times greater than the action level
determined by EPA. Commenter states
that every semi-annual groundwater
sampling event at Plant Greene County
since Alabama Power began testing has
shown levels of pollutants that exceed
GWPS. Commenter states that without
the effective removal of the CCR waste,
the contamination of ground and surface
water at Plant Greene County will
continue for decades.
Commenter states that the CCR pond
at Plant Miller was originally
constructed in the late 1970s, and the
primary dike impounding the CCR
disposal facility stands at 170 feet tall
and 3,300 feet long, or about 0.625
miles, creating an unlined pond that
occupies approximately 321 acres and is
located near Quinton, Alabama.
Commenter states that Alabama Power
built the Plant Miller Ash Pond on the
bank of the Locust Fork of the Black
Warrior River and it was constructed to
contain a maximum of 22,000,000 cubic
yards of CCR. Commenter states that the
pond now holds more than 18,500,000
cubic yards, and discharges wastewater
at a rate of approximately 11.5 million
gallons per day (MGD). Commenter
states that the CCR disposal facility at
Plant Miller was constructed prior to
modern regulations and does not meet
current regulatory safety requirements.
The commenter states that the pond
does not have a bottom liner to prevent
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toxic CCR leachate from contaminating
the underlying water table, which is
located less than 5 vertical feet from the
base of the bottom of the pond.
Commenter states that two unnamed
tributaries (UTs) to the Locust Fork of
the Black Warrior River were partially
buried when Alabama Power
constructed its CCR pond at Plant Miller
in the late 1970s. Commenter states that
the West UT’s three headwater streams
were buried beneath the toxic CCR
waste repository and the South UT’s
headwater reaches were also buried.
Essentially, the upper half of each
stream’s watershed was buried by
Alabama Power’s CCR. Commenter
states that both streams were filled with
large dams made of clay, soil, and rock
fill, and the dam is approximately 170
ft. tall at its highest point, and over
3,300 ft. long. The commenter states that
the dam connects to a large earthen dike
that flanks the southwest side of the ash
pond and that the dike holds back the
ponded water along the entire western
side of the ash pond and all of the 18.5
million tons of toxic ash deposited there
since the 1970s, which looms over the
remaining lower reaches of the UTs and
the Locust Fork below. Commenter
states that capping CCR in place at Plant
Miller will not erase the very real
connection that exists between Alabama
Power’s toxic CCR, the two streams
buried underneath it, and the
groundwater it is sitting in. All of this
water is flowing and moving constantly,
creating an ongoing pathway for
continued contamination of
groundwater throughout the area, local
streams, and the Locust Fork.
Commenter states that these
fundamental deficiencies in the facility
construction have led to significant
contamination of groundwater in the
area surrounding the pond. Commenter
states that groundwater monitoring at
Plant Miller demonstrates
contamination but the full extent of
which is still unknown.
Commenter states that Alabama
Power’s Plant Gorgas is located in
Walker County, Alabama, near the town
of Parrish, where Baker Creek flows into
the Mulberry Fork of the Black Warrior
River. Commenter states that after more
than 100 years of generating electricity
by burning coal, Plant Gorgas was
decommissioned on April 15, 2019.
Commenter states that Alabama Power
disposed of CCR in several different
areas around the facility and that the
largest of these ash dumps, the primary
CCR pond known locally as Rattlesnake
Lake, has received the bulk of the
electric plant’s CCR waste over the last
60+ years. Commenter states that the
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facility’s gypsum pond, which has only
been in operation for about 14 years,
also receives some CCR residue mixed
with spent gypsum from the plant’s air
pollution emissions scrubbers, and
Alabama Power has used three onsite
landfill structures for additional CCR
disposal, one each for bottom ash, fly
ash, and gypsum. Commenter states that
the primary CCR disposal facility for the
waste created at Plant Gorgas
(Rattlesnake Lake) is a 420-acre
impoundment on the opposite bank of
the Mulberry Fork from the electric
generating facility. Commenter states
that it was constructed in 1953 as a
cross-valley dam blocking Rattlesnake
Creek. Currently, the dam stands at
about 140 feet above the elevation of the
river below. Commenter states that as of
a May 1, 2018, inspection, Rattlesnake
Lake contained approximately 25
million cubic yards of CCR, according to
documents published on the power
company’s website. Commenter states
that the Rattlesnake Lake was
constructed without the minimum 5foot buffer between the base of the CCR
unit and the uppermost limit of the
uppermost, underlying aquifer and it
was also constructed without any
bottom liner to prevent contamination
of the underlying aquifer. Commenter
states that Rattlesnake Lake does not
meet current State and Federal
regulations and that it must be safely
and permanently closed without ash
sitting in groundwater, just like the ash
ponds at Plants Miller and Greene
County.
Rattlesnake Creek was dammed by
Alabama Power in the early 1950s to
form Rattlesnake Lake for CCR waste
storage. The majority of the creek and its
tributaries are impounded as a result.
Only the tail end of the creek remains
below the dam before it flows into the
Mulberry Fork. This part of the creek is
a slough due to being part of the
Mulberry Fork’s reservoir effect caused
by Bankhead Dam far downstream on
the Black Warrior River.
Commenter states that Alabama
Power elected cap-in-place as its
preferred method for closing the ash
pond at Plant Gorgas. However,
Alabama Power announced plans do not
seem to take into account the inherent
difficulty in removing the water from a
continuously flowing creek that drains a
watershed of over 1,300 acres.
Commenter states that the plans do not
address exactly how the left-over CCR
will be separated from the natural
course of Rattlesnake Creek. Instead,
according to commenter, the plans
simply state the CCR will be
consolidated to an area somewhat
smaller than its current footprint and
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covered with a low-permeability liner.
Commenter states that Alabama Power
has not indicated any form of protective
bottom liner will be employed to
prevent future contamination of
groundwater. Commenter states that
Alabama Power’s monitoring has
detected contamination of arsenic,
lithium and molybdenum in the
underlying aquifer.
Commenter states that capping CCR in
place at Plant Gorgas’ Rattlesnake Lake
will not erase the very real connection
between Alabama Power’s toxic CCR,
the creek buried underneath it, and the
groundwater it is sitting in. Commenter
states that all of this water is flowing
and moving constantly, creating an
ongoing pathway for continued
contamination of groundwater
throughout the area, local streams,
Rattlesnake Creek, and the Mulberry
Fork. Commenter states that a flowing
creek, fed by groundwater and springs,
cannot be dewatered. Commenter
maintains that no matter what Alabama
Power endeavors to do at Rattlesnake
Lake, leaving toxic CCR in place there
will cause continued intermingling of
ash waste with the creek and
groundwater for future generations to
deal with.
Commenter maintains that using capin-place in these circumstances, as
allowed by the closure plans approved
under ADEM’s deficient regulatory
program, also fails to address the threat
of a potential catastrophic dam failure
or release of ash at all three facilities on
the Black Warrior River. Commenter
states that over 55 million cubic yards
of CCR are stored along the banks of the
Black Warrior River at the facilities and
that improper maintenance or the
possibility of extreme weather events or
natural disasters damaging the dike and/
or dam systems could result in breaches
or failures that could release massive
quantities of toxic CCR into the river.
Commenter states that the Federal CCR
regulations require a risk assessment
evaluation at CCR ponds (40 CFR
257.73), and the ash ponds at Plant
Greene County and Plant Miller were
classified as a Significant Hazard,
meaning that dam failure or improper
operation of the facility would likely
result in significant economic loss or
environmental damage. Commenter
states that the dam at Plant Gorgas was
assessed as a High Hazard Potential,
meaning that in addition to economic
loss and environmental damage, dam
failure would also likely result in the
loss of human life. Commenter states
that the inundation maps provided by
Alabama Power (available to EPA)
depict the areas that could be flooded
with CCR and contaminated water
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under current conditions at the ponds in
the event of such a catastrophe.
Commenter states that the inundation
maps demonstrate that failure at any
one of the three facilities would be
devastating to the river and the
surrounding communities.
Commenter states that even after final
pond closure, the remaining ash will
continue to be located in close
proximity to the underlying aquifers
and will likely intermingle with the
groundwater table at times. Commenter
states that Alabama Power’s Assessment
of Corrective Measures (ACM) filed with
ADEM for all three facilities propose to
address the groundwater contamination
primarily with a process known as
monitored natural attenuation (MNA).
Commenter states that the selected
remedy of MNA here means that the
Company will continue to monitor
groundwater while allowing natural
chemical and physical processes in the
subsurface environment to remove,
dilute, or immobilize the contaminants.
Commenter states this means that
Alabama Power will do little to treat the
groundwater contamination on site or in
the surrounding environment, other
than adopt a wait-and-see attitude with
possible (not guaranteed) future actions.
Commenter states that the ACMs
contemplate several other potentially
viable corrective measures, but the
Company has not committed to
employing these measures, asserting
that one or more of these technologies
may be used as adaptive site
management as a supplement to the
selected remedy, if necessary.
Commenter states that EPA guidance
(2015) 24 recommends a four-tiered
approach should be used to establish
whether MNA can be successfully
implemented at a given site. Commenter
states that the first step is to
demonstrate that the extent of
groundwater impacts is stable, and that
the Company has failed to do at all three
facilities. Commenter states that,
second, Alabama Power should
determine the mechanisms and rates of
attenuation, and that the Company has
failed to do that. Third, Alabama Power
should determine if the capacity of the
aquifers is sufficient to attenuate the
mass of constituents in groundwater and
that the immobilized constituents are
stable. Id. The fourth and final step is
for Alabama Power to design
performance monitoring programs based
on the mechanisms of attenuation and
establish contingency remedies (tailored
24 U.S. EPA. Use of Monitored Natural
Attenuation for Inorganic Contaminants in
Groundwater at Superfund Sites. Office of Solid
Waste and Emergency Response (OSWER). August
2015.
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to site-specific conditions) should MNA
not perform adequately. Commenter
states that Alabama Power failed to take
these steps.
Commenter states that Alabama
Power has yet to demonstrate how MNA
will work, evaluate whether it is a
feasible remedy based upon site specific
conditions at all three facilities or even
analyze whether the aquifer has
sufficient capacity to absorb all the toxic
CCR pollution. Commenter states that
even without these assurances, the
ACMs note that the process of MNA
could take two decades or more after
final closure to allow contaminants to
bleed out of the source and move
through the groundwater into the
environment so that the groundwater
monitoring will begin to measure levels
that meet GWPS, meaning that it may be
2045 or later before the CCR
contaminants have moved out of the
measured groundwater sites into the
surrounding environment, even
generously assuming MNA could even
work here.
Commenter states that EPA’s
Proposed Denial correctly points out
multiple additional deficiencies with
the Company’s selection of MNA as a
proposed remedy at all three facilities,
with ADEM’s permitting of the ash pond
closure at all three facilities with
deficient ACMs, with ADEM’s oversight
of the selection of remedial measures,
with Alabama Power’s implementation
of groundwater monitoring and ADEM’s
oversight of groundwater monitoring.
The commenter agrees with the
Agency’s assessment on each of these
points.
Commenter supports EPA’s Proposed
Denial of Alabama’s CCR regulatory
program 100%. Commenter states that
but for Federal oversight of CCR
pollution, Alabama’s citizens would
have absolutely no data about the
danger that CCR pollution presents to
public health and the environment.
Commenter states there was no
meaningful groundwater monitoring
performed at Alabama CCR sites and no
public data about the migration of
dangerous CCR contaminants into
adjacent ground and surface waters
until the Federal CCR regulations
required it.
Commenter states that Alabama
rushed to submit its own CCR regulatory
program, a program that EPA has
correctly found fails to meet Federal
standards. Commenter states that it is
important to realize that Alabama
submitted its regulatory program not to
protect people and special places from
CCR pollution but to protect Alabama
Power. Commenter states that they filed
technical comments every step of the
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way during Alabama’s development and
implementation of its flawed CCR
program. Commenter states that the
State failed to follow the data, the
science, and the law to develop a
protective regulatory scheme that would
require Alabama Power to clean up the
CCR pollution that the power
company’s own sampling shows is
contaminating Alabama’s groundwater,
rivers, and streams. Commenter made
many of the same arguments that EPA
made in support of its meticulously
supported Proposed Denial.
Commenters state that despite the
irrefutable evidence that leaving CCR in
primitive unlined pits does not stop
water pollution or mitigate risks of
spills during extreme weather events,
ADEM chose to stubbornly persist with
its dangerous and deficient regulatory
program. Commenter states that
Alabama’s program unlawfully allows
CCR to remain saturated by groundwater
after closure; fails to require appropriate
groundwater monitoring; and permits
Alabama Power to delay indefinitely the
implementation of measures to
remediate documented groundwater
pollution. Commenter states that
without EPA’s Proposed Denial of
Alabama’s CCR program, the State’s
residents and special places would be at
the mercy of a substandard regulatory
system that ignores the documented
dangers of CCR. According to
commenter, Alabama Power forecasts
rate increases that will be implemented
if the power company is forced to
comply with the rule, increases that will
hit hardest in Alabama’s poor
communities. Commenter maintains
that Alabama Power has earned more
than $1 billion in profits from 2014–
2018 compared to the industry average,
and that for over a decade, Alabama’s
residential electricity bills have been in
the top three highest in the nation while
Alabama Power banked higher profits
than comparable electric utilities in
other southern States. Commenter states
that Alabama Power earned a 38%
higher profit margin than sister
company Georgia Power, and that the
people in Georgia have electric bills
averaging $134.11 per month, people in
Mississippi average $135.31, and
Alabamians averaged $147.75 in 2021,
according to the most recent available
data from the U.S. Energy Information
Administration, up from $143.95 in
2020. Commenter states that Alabama
Power’s return on average equity (ROE)
for 2018 to 2020 was 12.76 percent.
Commenter states that in comparison,
Florida Power & Light earned 11.39%,
Mississippi Power 11.11%, Duke Energy
Carolinas 9.37%, Georgia Power 9.24%
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and Louisville Gas & Electric 8.67%.
Commenter asserts that if Alabama
Power’s ROE had instead been the
average for the industry, Alabama Power
customers would have saved $1.02
billion since 2014. Commenter states
that if Alabama Power puts its record
profits toward cleaning up CCR to
comply with the 2015 CCR Rule, it can
limit the impact of rate increases on its
poorest customers.
Commenter also states that Alabama
Power insists that it will have to
implement a logistically challenging
trucking scheme to dispose of its CCR in
remote landfills, but that this argument
is another red herring. Commenter states
that power companies in Virginia, North
Carolina, South Carolina, Tennessee,
and Georgia have built upland lined
landfills to properly dispose of their
CCR. Alabama Power, as one of the
largest landowners in the State, will
surely do the same to limit the costs of
cleaning up CCR. Alabama Power has
constructed and operated other landfills
and there is no reason to expect it will
not do the same here. For all of the
reasons cited in this letter, as well as all
of the reasons stated in EPA’s proposed
rule, commenter believes that the
Agency has taken the appropriate action
in proposing to deny the State of
Alabama’s application for a State CCR
permit program.
Response: EPA agrees that closure
with waste in place in the groundwater
without taking measures to ensure that
liquid does not enter the units or that
free liquids and contaminants do not
migrate out of the unit after closure is
inconsistent with the Federal CCR
regulations. EPA also agrees that
permits allowing such closure are not as
protective as the Federal CCR
regulations require and that such units
pose a potential ongoing hazard to
human health and the environment.
EPA also agrees that Alabama’s CCR
permits do not adequately implement
corrective action.
10. Comments Opposed to EPA’s
Application of the Closure Performance
Standards
Comment: Commenters state that
EPA’s current ‘‘no waste below the
water table’’ interpretation is based on
three terms: infiltration, future
impoundment, and free liquids.
Commenters state that just as the word
‘‘groundwater’’ does not appear in the
close-in-place regulations, none of these
three terms appears in EPA’s
groundwater regulations, nor does any
of the text around them refer to
groundwater. Commenters state that
these terms have meanings that easily
harmonize with the purposes and goals
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of facility closure, which are primarily
to achieve a stable and secure base and
to install a protective cover.
Commenters state that a protective
cover that is designed and installed to
EPA’s specifications repels stormwater
to prevent it from infiltrating downward
into the waste, where it could become
a source of leachate. Commenters note
that this is not to say that some other
source of water (such as laterally
flowing groundwater) cannot also
generate leachate, nor does ‘‘infiltrate’’
as a general vocabulary word always
refer to movement in a single direction.
Rather, commenters state that for over
more than 40 years of usage under
RCRA, in the context of closing a waste
facility in place, EPA has consistently
used the word ‘‘infiltration’’ to describe
the potential for stormwater to penetrate
downward into the waste.
Commenters also discuss future
impoundments and contend that ash is
dewatered and stabilized to ensure the
closed unit maintains a slope, so
rainwater runs off. Commenters state
that if not adequately pre-stabilized, ash
could settle over time and create a bowl
or indentation on top of the cap where
rainwater could pond. Commenters note
that the longer impounded water stands
on top of the ash, the greater the
possibility that the cap could fail and
water could infiltrate downward.
Commenters assert that the obligation to
prevent future impoundment refers to
the need to ensure the cap is adequately
supported and settlement of this nature
does not occur.
With reference to free liquids,
commenters assert that the regulations
require the free liquids that must be
removed are the relatively free-flowing
liquids which otherwise could
contribute to instability and affect the
cap. Commenters state that there has
never been an obligation to remove all
liquids, nor is it true as a principle of
engineering that CCR or other waste
must achieve a moisture content of zero
before it can be sufficiently stabilized.
Commenters maintain that stability is
determined by engineers who
investigate and perform calculations
according to well understood principles
and procedures, taking into account
liquids that may be present and any
other relevant factors.
Commenters state that the
terminology in the close-in-place
performance standard reflects concepts
and functions that naturally harmonize
with the goals of facility closure.
Commenters state that there is no need
to search for a groundwater-related
purpose where none is named, because
a different division of EPA’s regulations
addresses groundwater quality issues.
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Commenters note that EPA has stated
recently that it has consistently held its
current position on waste below the
water table since 1982, and it cites
documents dating back to then that refer
to the need to address groundwater.
Commenters do not dispute the
requirement to protect groundwater, but
commenters maintain that, if EPA had
held a consistent position on this point
since 1982, that means EPA also must
have had a relatively complete
understanding of both the closure and
corrective action processes at that time.
Commenters state that, otherwise, EPA
could not have determined which
elements were required for closure
versus corrective action (or both) or
identified a specific engineering
response as mandatory in a particular
scenario (such as waste below the water
table). Commenters maintain that was
not the case in 1982. Commenter states
that, for example, in 1998, EPA
described the history of hazardous
waste regulations as follows:
The closure process in Parts 264 and 265
was promulgated in 1982, before the Agency
had much experience with closure of RCRA
units. Since that time, EPA has learned that,
when a unit has released hazardous waste or
constituents into surrounding soils and
groundwater, closure is not simply a matter
of capping the unit, or removing the waste,
but instead may require a significant
undertaking to clean up contaminated soil
and groundwater. The procedures established
in the closure regulations were not designed
to address the complexity and variety of
issues involved in remediation. Most
remediation processes, on the other hand,
were designed to allow site-specific remedy
selection, because of the complexity of and
variation among sites.
Commenters assert that this passage
emphasizes the need for remediation to
address groundwater impacts, an
unremarkable and undisputed
proposition. In terms of understanding
the respective purposes of closure and
corrective action, the commenters
contend that the statement is contrary to
the notion that EPA’s views on the
selection of measures for remediation,
whether at the time of closure or
otherwise, had already crystallized in
1982. Commenters state that rather,
according to the agency, EPA ‘‘learned’’
after then that it was unwise if not
impossible to mandate particular
responses in advance or from the top
down without a ‘‘site specific’’
evaluation that accounted for ‘‘the
complexity and variation among sites.’’
Response: EPA does not agree with
the commenter that the Agency has
incorrectly applied the Federal CCR
regulations. Further, the comments are
substantively the same as comments
submitted to EPA in response to the
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proposed Part A decision for Gavin, and
EPA responded to the comment in the
Response to Comments (RTC) for the
final Part A decision for Gavin. See e.g.,
Gavin RTC, pages 65 and 102. EPA
adopts the responses from Gavin for this
final action. See also Gavin Final
Decision 25 pages 24–41; 89 FR 38987–
38995, 39077–39078.
Comment: Commenters assert that if
EPA’s interpretations are indeed new—
as is more likely the case—then it is
clear that 2015 rules do not require
removal of CCR as a part of a closurein-place closure, and do not require the
complete isolation of the CCR from all
potential sources of moisture in order to
meet the performance standards
required as a part of the closure-inplace. Rather, these issues are addressed
as a part of the post-closure risk-based
corrective action process, as clearly
contemplated in the 2015 rules.
Response: EPA disagrees that its
interpretations of closure are new and
notes that EPA responded to comments
that are substantively the same in
several instances, including in the RTC
to the final Part A decision for Gavin
Final. See e.g., Gavin RTC pages 65 and
96. EPA adopts the responses from
Gavin in response to the comments. See
also Gavin Final Decision, pages 24–41.
Comment: Commenter ADEM states
that it promulgated CCR regulations in
2018 that reflect the same options for
closure established by EPA. Commenter
states it has issued permits to Alabama
Power approving the Company’s plans
to close its ash ponds using the closurein-place method and Alabama Power
has acted in accordance with those
permits. Commenter states that if
closure-in-place is not available, the
only alternative is closure-by removal.
Commenter states that as of the 3rd
quarter of 2023, Alabama Power
estimates the costs of closure-in-place to
be $3.5B and that at the present time,
closure-by-removal is estimated to be
three to five times more costly than
closure-in-place. Commenter states this
is due to, for example, the associated
cost of excavation, transportation, and
disposal in an offsite landfill compared
to the costs of closure-in-place.
Commenter states that not only are
the costs associated with closure-byremoval significantly higher and more
burdensome to Alabama citizens, but
the timeframe to complete closure is
also significantly greater. Commenter
states that Alabama Power has already
completed closure-in-place at one of its
25 Final Decision: Denial of Alternate Closure
Deadline for General James M. Gavin Plant,
Cheshire, Ohio, EPA–HQ–OLEM–2021–0100
November 22, 2022.
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plants, with the remainder projected to
be completed by 2032 or earlier.
Commenter states that based on initial
evaluations, closure-by-removal can
take anywhere from 16 years to 54 years,
depending on the plant site.
Commenters state that in addition, the
initial evaluations assumed landfill sites
within a reasonable proximity to each
plant would be readily available, but the
commenter asserts this has proven not
to be the case, which may further extend
the time necessary to complete closureby-removal.
Response: Comments do not provide
support for the claimed costs of closure
by removal, which in any event, are not
relevant under RCRA. But, in any case,
the differential cost of closure
approaches does not equate to a
conclusion that EPA is improperly
requiring all CCR surface
impoundments to close by removal. Nor
does the cost of closure by removal
allow a facility to close a unit without
concern for the continued movement of
liquid into and out of a unit closed with
waste in the water table. Instead, as EPA
has repeatedly stated, whether any
particular unit can meet the closure inplace standards is a fact- and sitespecific determination that will depend
on a number of considerations, such as
the hydrogeology of the site, the
engineering of the unit, and the kinds of
engineering measures implemented at
the unit. Accordingly, the fact that, prior
to closure, the base of a unit intersects
with groundwater does not mean that
the unit may not ultimately be able to
meet the performance standards for
closure with waste in place. In other
words, EPA is not mandating that a unit
submerged in groundwater prior to
closure must necessarily close by
removal. Depending on the site
conditions the facility may be able to
meet the performance standards in
§ 257.102(d) by demonstrating that a
combination of engineering measures
and site-specific circumstances will
ensure that, after closure of the unit has
been completed, the groundwater would
no longer remain in contact with the
waste in the closed unit. See Gavin RTC
page 103. See also Gavin Final Decision
pages 28–30.
Comment: Commenter states that EPA
has approved closures with waste below
the water table. Commenter states that
EPA’s primary disagreement with
ADEM’s implementation of the CCR
program is the approval of closures in
place where waste (i.e., saturated ash)
remains below the water table.
Commenter states that, under such
circumstances, according to EPA, the
facility must either remove the waste
below the water table or execute certain
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as yet unspecified engineering
measures. Commenter also noted that
EPA asserts that it has held the same
view consistently since the early 1980s
as to waste at hazardous waste and
municipal solid waste facilities.
Commenter disagrees and states that,
over a period of decades, EPA has
repeatedly approved the closure of sites
with hazardous waste and materials
below the water table and found that
such closures both protected human
health and the environment and
complied with RCRA subtitle C
standards. Commenter states that EPA
could not have approved closures in
this fashion if it had been impossible to
protect human health and the
environment with waste below the
water table or if a closure in place under
such circumstances violated RCRA
closure standards.
Commenter states that EPA approved
these closures under the primary
authority of CERCLA, commonly
referred to as the Superfund program.
Commenter states that section 121 of
CERCLA imposes two important
statutory obligations. First, as under
RCRA, EPA must ensure closures
protect human health and the
environment. Second, ‘‘[w]ith respect to
any hazardous substance, pollutant or
contaminant that will remain onsite,’’
EPA must ensure that a CERCLA closure
also complies with ‘‘any standard,
requirement, criteria, or limitation
under any Federal environmental law,’’
explicitly including RCRA, that may
impose a ‘‘legally applicable or relevant
and appropriate standard, requirement,
criteria, or limitation’’ (which EPA
references as ‘‘ARAR’’). Commenter
states that, thus, where EPA identified
RCRA closure standards as ARARs at a
CERCLA site, EPA was under a statutory
obligation to confirm compliance with
those standards, which applied the
same terms and concepts as those found
in § 257.102(d).
Commenter states that EPA’s
Superfund closures with waste below
the water table thus stand for two
important propositions: first, if waste
remains below the water table, RCRA
does not impose an absolute
requirement to close by removal or to
implement any particular engineering
measures, nor does that circumstance
necessarily preclude protection of
health or the environment; and second,
even if those are EPA’s interpretations
through these decisions, EPA repeatedly
expressed a contrary view in the past.
Commenter states that when EPA
promulgated the CCR regulations in
2015, it was under an obligation to
prepare a Regulatory Impact Analysis
(RIA) that included, among other things,
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an estimate of compliance costs.
Commenter states that the cost analysis
prepared by EPA ‘‘assume[d] that all
surface impoundments undergo closure
as landfills, meaning that surface
impoundments are not excavated, nor is
their ash trucked off-site.’’ Commenter
states that EPA referred to the cost of
closure throughout the RIA as the
‘‘capping and post-closure monitoring
costs,’’ and EPA did not estimate the
cost of excavation and redisposal.
Commenter states that EPA
acknowledged in its Risk Assessment
for the final rule that some CCR
impoundments ‘‘come in direct contact
with the water table for at least part of
the year.’’ Commenter states that, if EPA
knew some ash ponds had ash in
contact with groundwater and believed
that its rule required closure by removal
(or some other special engineering
response) in that scenario, then EPA
was required to include the costs of that
response in the RIA. Commenter states
that the absence of consideration of
costs of that nature indicates that EPA
did not believe closure in place was
necessarily prohibited or that measures
beyond those currently planned at
Alabama facilities were required for
units with ash below the water table.
Response: EPA does not agree with
the commenter’s assertion that all
CERLA actions constitute a
determination by EPA that a selected
remedy meets all requirements of RCRA,
and therefore the existence of
Superfund cleanup decisions that allow
waste to remain in place in groundwater
at certain sites means that RCRA
generally allows closure with waste
remaining in groundwater. The
quotations provided in the comments
are incomplete and strung together by
words not found in the statute (see
section 121 of CERCLA). This
inaccuracy, combined with the lack of
consideration of the specific facts and
circumstances at the Superfund sites
with remedy documents referenced in
Attachment 2 of the comment,26 render
the commenter’s conclusions flawed.
CERCLA is a risk-based cleanup
program that does not require that
RCRA standards be met in all cases.
CERCLA requires consideration of costs
in selecting remedies. Additionally,
CERCLA cleanups can be divided into
portions (i.e., operable units) which
approach cleanups from multiple
perspectives to address risks. This
means that a remedy selected for a
landfill could leave waste in place, even
if it had some contact with groundwater,
26 Comment submitted by Energy Institute of
Alabama, Docket ID: EPA–HQ–OLEM–2022–0903–
0182.
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but engineering controls that would be
required by RCRA (e.g., to prevent
groundwater contact with waste) could
be required in a remedy selected for
another operable unit (e.g., a
contaminated groundwater plume).
Attachment 2 referenced by the
commenter does not provide any
information about the remedies selected
in the Records of Decision (RODs)
listed. It does not indicate whether
RCRA was considered an ARAR in the
RODs, whether the remedies selected in
the listed RODs included engineering
controls to control, minimize or
eliminate post-closure infiltration of
groundwater into the waste and releases
of contaminants, or whether there were
other operable units with selected
remedies at these sites whose remedies
may have required these controls. In any
case, the commenter’s attempt to rely on
a handful of CERCLA RODs to
demonstrate the proper interpretation of
the requirements in the CCR regulations
is not reasonable.
Regarding the comment about the
RIA, the conclusions in the risk
assessment and the RIA were based on
the factual scenarios EPA believed were
most likely to occur. See Gavin RTC
page 69. Simply put, at the time the risk
assessment and the RIA were
developed, EPA had not been made
aware by any facility that a significant
proportion of unlined CCR surface
impoundments were constructed in
groundwater several feet deep. No
commenter during the 2015 rulemaking
identified the prevalence of such
conditions, or even noted their
existence. Thus, the RIA was based on
the best information EPA had at the
time, and unfortunately, the regulated
community did not provide this
information to EPA when commenting
on the 2015 rule. To now argue that
underestimates in the RIA should
dictate how the regulation must be
interpreted is unreasonable, particularly
because their interpretation would mean
the regulations fall short of the statutory
mandate, as explained in Utility Solid
Waste Activities Group v. EPA, 901 F.3d
414 (D.C. 2018).
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B. Comments on EPA’s Technical
Evaluation of Alabama CCR Permits
1. Comments Opposed to EPA’s
Evaluation of CCR Permits Issued by
ADEM
Comment: Commenter TVA states that
it is committed to meeting its
obligations associated with the Federal
CCR regulations and ADEM’s CCR
regulations at the Colbert Plant and in
so doing continuing to protect human
health and the environment and the
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commenter disagrees with EPA’s
observations and assumptions about
ADEM’s permit decisions as discussed
in Unit VI.
Commenter states that the Colbert
Plant was retired in 2016 and that
closure of Ash Disposal Area 4 (also
known as Ash Pond 4 (AP–4)) was
completed in 2018 in accordance with
the Federal CCR regulations and State
requirements. Commenter states that
Ash Disposal Area 4 was investigated
pursuant to the requirements of the
Federal CCR regulations and the First
Amended Consent Decree between
ADEM and TVA. Commenter maintains
closure was based on site-specific data
and that it is protective of human health
and the environment. Commenter notes
that there is more work ongoing to
address the limited groundwater
impacts from Ash Disposal Area 4, but
no remedy has been selected, or
approved by ADEM, at this time.
Commenter states that ADEM has
requested more site-specific data and
evaluations to support remedy selection.
Commenter states that once a remedy is
selected and approved by ADEM, TVA
will implement that remedy and
continue to monitor the unit as the
groundwater reaches and maintains
GWPS. Commenter asserts that it will
adjust the remedy and unit, if needed,
to maintain compliance with
performance standards with the
oversight of ADEM.
Response: The commenter describes
actions that must be taken beyond the
terms of the applicable CCR permit
record in order for the facility to be in
compliance with the Federal CCR
regulations. However, the fact that
necessary actions are not reflected in, or
required by, the permit supports EPA’s
conclusion that Alabama’s CCR program
is not as protective as the Federal CCR
regulations. Specifically, the commenter
provides information about actions TVA
is taking to collect additional sitespecific data and select a remedy.
However, this data collection is not
required in the final permit issued by
ADEM, and the permit provides no
deadline for remedy selection. Thus,
TVA can be in compliance with its
permit without collecting additional
data and taking an indefinite amount of
time to select a remedy. While this
inaction would result in compliance
with the permit, it would not achieve
compliance with the Federal
regulations. See additional discussion of
this practice on pages 55241–55242 of
the Proposed Denial where EPA states,
‘‘What the permittee is required to do in
order to achieve compliance with the
regulations must be determined prior to
final permit issuance, because the
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48799
permit must contain these
requirements.’’ The Colbert permit is
thus not as protective as the Federal
CCR regulations, regardless of any
voluntary actions the facility may be
taking.
The facts demonstrate that the permit
is not sufficiently protective because
Colbert has for several years collected
data to conduct an ongoing study
without specific objectives, but that
study has still not yet resulted in
selection of a remedy; nor does the
permit provide a deadline for remedy
selection. While this protracted study
without remedy does not appear to
violate the permit, it is neither
consistent with nor as protective as the
Federal CCR regulations. Specifically,
40 CFR 257.96(a) requires the ACM be
completed within 180 days unless a 60day extension is warranted. Remedy
selection is required as soon as feasible,
but no less than 30 days after the results
of the ACM are discussed in a public
meeting with interested parties. See 40
CFR 257.96(e) and 257.97(a). EPA does
not agree that permits that allow
continued data collection without
enforceable requirements (e.g., a permit
that includes the regulatory deadlines)
to select and implement a remedy are
consistent with these requirements.
Instead, such permits, if issued pursuant
to an approved State program, would
shield the permittee from enforcement
of the Federal corrective action
provisions while releases continue to
migrate from the CCR unit. Thus, the
Colbert permit is not as protective as the
Federal CCR regulations. In addition,
EPA’s review of Alabama’s permits
shows that open ended corrective action
is common among the facilities
permitted by ADEM, which supports
EPA’s conclusion that the State’s
program does not require each CCR unit
in the State to comply with standards at
least as protective as the Federal
regulations.
Comment: Commenter states that EPA
conjectures that ADEM has approved a
monitoring plan with an insufficient
number of monitoring wells at necessary
locations and vertical depths to ensure
that all potential pathways have been
monitored. Commenter says that EPA
further asserts that bedrock monitoring
wells have not been installed at the
downgradient boundary as required by
40 CFR 257.91(a)(2) and that some wells
are located up to hundreds of feet away
from the boundary and on the other side
of Cane Creek. Commenter maintains
that this leads EPA to conclude that
ADEM issued a final permit that
approved the bedrock monitoring wells
to not be installed at the waste boundary
as required by Federal CCR regulations.
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Commenter states that the Colbert
monitoring system was designed and
approved by ADEM by considering sitespecific technical information as
required by 40 CFR 257.91(b), and the
commenters asserts that EPA apparently
ignored the information. The
commenter maintains that EPA fails to
consider that some monitoring wells at
the facility were installed prior to
implementation of the CCR program and
not directly at the unit boundary.
Commenter maintains that the
geophysical methods confirmed
fractures present at these locations,
implying an existing connection to the
CCR unit, and because of the high
hydraulic conductivity in karst due to
the presence of preferential pathways,
commenter asserts that it is appropriate
to assume that groundwater samples
from these monitoring wells located
beyond the boundary should accurately
represent the quality of water that
passes it. Commenter states that
additionally, some specific well
locations were chosen based on
anomalies detected from surface
geophysical (electrical resistivity)
investigations to target areas with
preferential pathways. Commenter
states that EPA also references
monitoring wells located on the
opposite side of Cane Creek from the
CCR unit. Commenter maintains that
Cane Creek is recharged by water from
the alluvium, and groundwater within
the bedrock aquifer is expected to flow
beneath the creek. Commenter states
that ADEM’s approval of the Colbert
monitoring system was based on its
review and understanding of the
entirety of information and data
available for the site.
Response: EPA disagrees with the
commenter’s explanation as to why a
sufficient number of bedrock
compliance wells were not installed at
the downgradient waste boundary.
While EPA appreciates the efforts of
TVA and ADEM to design and approve
a monitoring program before
implementation of the CCR program, the
Federal CCR regulations were published
in April 2015. Therefore, ADEM has had
nearly nine years to require and approve
modifications to the groundwater
monitoring system to ensure that the
requirements outlined at § 257.91(a)(2)
were met.
EPA also disagrees with the
commenter’s technical rationale for not
installing additional compliance
bedrock wells at the downgradient
waste boundary. The regulation
specifies that ‘‘[t]he downgradient
monitoring system must be installed at
the waste boundary that ensures
detection of groundwater contamination
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the uppermost aquifer.’’ 40 CFR
257.91(a)(2). The fact that the facility
may have installed wells farther away
that also accurately represent the quality
of groundwater passing the waste
boundary of the CCR unit does not
satisfy the requirement for a system at
the waste boundary. As explained in the
2015 final rule, wells installed at the
waste boundary ensure early detection
of contamination so that corrective
measures can be implemented to protect
sensitive receptors. In short, wells
installed at the waste boundary ensure
that worst case contamination is
detected as quickly as possible. At AP–
4, COF–111BR is the sole bedrock well
installed at the downgradient waste
boundary. This well alone does not
represent the quality of groundwater
passing the entire downgradient waste
boundary of the CCR unit, especially
since groundwater contamination has
been identified in this well and the
cross-gradient bedrock well COF–
114BR. Furthermore, according to the
commenter, the reason for installing
downgradient bedrock wells so far away
from the waste boundary was because
geophysical methods confirmed
fractures and preferential pathways,
implying an existing connection to the
CCR unit. While those connections
serve as potential contaminant
pathways, given the lack of bedrock
wells installed at the downgradient
waste boundary, it is unclear if those are
the only contaminant pathways that
exist in the bedrock. The permit record,
even with the additional comments
submitted on the Proposed Denial, does
not demonstrate that all potential
contaminant pathways are being
monitored. As written, the permit is less
protective than the Federal
requirements at § 257.91(a)(2).
Comment: Commenter disagrees with
EPA’s position with respect to the
screened or open intervals of monitoring
wells and argues that site-specific
technical information was considered
during the design and approval of this
monitoring well system. Commenter
states that for monitoring wells COF–
111 and COF–111BR, the shallow
screened interval and the larger open
borehole interval were targeted zones to
ensure the presence of groundwater for
monitoring. Commenter states that the
‘‘57-foot vertical gap’’ as described by
EPA consists of a fat clay from a depth
of 18 feet to approximately 60 feet and
competent un-fractured limestone
bedrock from 60 feet to 77 feet, both of
which would likely not be a productive
zone. Commenter maintains that it is
also important to note that the zone
within this ‘‘gap’’ should not be
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connected to the zone monitored by
monitoring well COF–111BR to prevent
cross-contamination. Commenter
concludes that EPA has failed to
consider the holistic battery of
information and technical data in its
post-issuance review of the Colbert
Permit.
Response: EPA acknowledges the
additional information provided by the
commenter; however, it does not change
EPA’s assessment that critical zones are
left unmonitored at COF–111 and COF–
111BR. While the presence of a fat clay
down to 60 feet may partially explain
the rationale for a long casing, as EPA
pointed out in its Proposed Denial,
transition zones in karst environments
such as residuum to epikarst and
epikarst to ‘‘unweathered’’ bedrock are
critical zones to monitor for potential
contamination because the groundwater
hydraulics at these transition zones are
often complex. Therefore, it’s EPA
assessment that the transition from fat
clay to ‘‘un-fractured limestone
bedrock’’ is a potential contaminant
pathway, especially considering that
nearly all the downgradient compliance
wells are not installed at the waste
boundary. In other words, there is not
sufficient evidence from other properly
located compliance wells to rule out
monitoring this transition zone.
Comment: Commenter states that EPA
discusses four CCR facilities in Alabama
for the proposition that ADEM has
approved permits for facilities that are
allegedly violating Federal standards.
Commenter asserts that EPA has not
identified any harm to human health or
the environment at these facilities, nor
has EPA provided evidence of risk of
exposure to CCR constituents at harmful
levels.
Commenter states that EPA’s
discussion of the Greene County ash
pond provides a helpful example of how
closure under a permit issued by ADEM
addresses the kind of risks RCRA
authorizes EPA to address. Commenter
states that EPA describes various
elements of the closure plan as reflected
in the ADEM-approved permit and finds
that the closure plan allows water to
remain in contact with some ash within
the disposal unit. Commenter states that
fact alone is not direct evidence of any
potential for harm to health or the
environment, and to the contrary, the
closure elements discussed by EPA
show an effective plan for source
control. Commenter states that CCR at
Greene County will be consolidated into
a smaller area within the original dikes,
held in place by engineered soil
containment berms, covered by a lowpermeability artificial cover, and
surrounded below the surface by a
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slurry wall. Commenter states that EPA
stated in the Proposed Denial that ‘‘a
barrier wall keyed into the low
permeability Demopolis Chalk will be
installed around the perimeter of the
consolidated CCR material to create a
hydraulic barrier that limits the
movement of interstitial water through
the constructed interior dike and
existing northern dike,’’ and asserts that
EPA found ‘‘[t]his hydraulic barrier will
be connected to the geomembrane of the
final cover system.’’
Commenter argues that EPA thus
acknowledges that the CCR at Greene
County will be surrounded on all sides
by features that completely separate the
ash within the boundaries of the ash
unit from the surrounding natural
environment: on top by the cover
system, on the sides by containment
berms and subsurface barrier walls, and
on the bottom by the Demopolis Chalk.
Commenter states that EPA’s analysis
does not question the efficacy of any of
these features. Commenters states as an
example that EPA did not conclude that
the cover or slurry wall will not perform
as expected or that the Demopolis Chalk
will not serve as an effective barrier to
contaminant migration.
Commenter states that all of these
protections are in addition to the
removal of free-standing water from the
pond. Commenter states that EPA has
observed:
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EPA’s risk assessment shows that the
highest risks are associated with CCR surface
impoundments due to the hydraulic head
imposed by impounded water. Dewatered
CCR surface impoundments will no longer be
subjected to hydraulic head so the risk of
releases, including the risk that the unit will
leach into the groundwater, would be no
greater than those from CCR landfills.
Commenter states that EPA estimates
that 640,000 cubic yards will remain
saturated post-closure. Commenter
states that, assuming that number to be
accurate, that amounts to roughly 6% of
the total volume of ash, which is
approximately 10,300,000 cubic yards.
Commenter notes that historically all of
the ash at Greene County was more or
less fully saturated and there was also
a sizable area of free-flowing ponded
water. Commenter states that as the
volume of water in the pond is reduced,
the hydraulic head that drove
exceedances in the past will be similarly
reduced.
Commenter states that after the
driving force behind exceedances (i.e.,
free standing water and most other
liquid) is removed, infiltration of
stormwater is contained, and source
control is achieved, the most reasonable
conclusion based on the evidence is that
post-closure migration of constituents
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from ash to the environment will cease.
Commenter states that its assessment is
backed by detailed analyses prepared by
qualified and licensed professional
engineers and geologists, which was
submitted to ADEM and is publicly
available on the internet in closure and
corrective action documentation.
Commenter concludes that the available
evidence therefore indicates that CCR
and its constituents will be safely
contained in a manner that suggests ‘‘no
reasonable probability of adverse effects
on health or the environment.’’
Commenter states that EPA offers no
evidence or even a theory of how
appendix IV of part 257 constituents
could move from ash inside the Greene
County ash pond through the postclosure containment barriers and into
the surrounding environment.
Commenter asserts that EPA’s
discussion of the Colbert, Gadsden, and
Gorgas facilities similarly lacks any
plausible linkage from the ash ponds to
a discernible risk of impacts to drinking
water or ecological receptors.
Response: In the Proposed Denial,
EPA acknowledges that the closure
design outlined in the Closure Plan
(Plan) at Plant Greene County could be
implemented to be consistent with the
Federal requirements. However, EPA’s
concern is that ADEM approved a
Closure Plan without adequate details
explaining how the closure
requirements would be met, especially
with respect to the saturated CCR that
will remain in the unit. Essentially, EPA
conducted the saturation analysis that
ADEM should have required Alabama
Power to complete. With that
information ADEM may have been able
to issue a permit specifying what the
facility needed to do to meet the closure
requirements or required the facility to
submit a revised closure plan. ADEM
did neither, and as a consequence, there
is no binding and enforceable provision
in the permit that requires the facility to
comply with the closure performance
standards. See Proposed Denial pages
55270–74.
EPA continues to believe that in many
respects, the outlines of the closure
presented in the Plan could be
implemented to be consistent with the
Federal requirements; however, ADEM
approved the Plan without requiring
Alabama Power to provide the
information necessary to confirm that
several critical closure requirements—
which were not addressed or were
insufficiently described—would be met.
Specifically, neither the Closure Plan
nor other materials in the Permit
Application addressed how the
performance standards in
§ 257.102(d)(2) will be met with respect
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to the saturated CCR that it appears will
remain in the base of the consolidated
unit. The Permit could either have
specified what the facility needs to do
to meet the requirements, or ADEM
could have required the facility to
submit a revised Closure Plan. ADEM
did neither, and as a consequence, there
is no binding and enforceable provision
for the facility to comply with these
performance standards. In essence,
ADEM has issued a permit that allows
the facility to decide whether to comply
with § 257.102(b) and (d)(2), rather than
‘‘requiring each CCR unit to achieve
compliance with’’ those provisions. 42
U.S.C. 6945(d)(1). Thus, while the
closure plan for Plant Greene County
may meet the Federal CCR regulations,
the State CCR permit does not on its
face require the necessary measures, so
the permit is flawed even if closure
actually complies with the Federal CCR
regulations. In any case, EPA also
identified groundwater monitoring and
corrective action issues with the Plant
Greene County permit, and neither the
comments on the Proposed Denial or the
State CCR permit record address those
issues.
Further, Plant Greene County is not
an adequate representation of closure
plans for the other Alabama CCR
permits discussed in the Proposed
Denial because none of the other
Alabama CCR permit closure plans
require the types of measures that Plant
Greene County plans to install (e.g., a
slurry wall) to ‘‘control, minimize or
eliminate, to the maximum extent
feasible, post closure infiltration of
liquids into the waste and releases of
CCR leachate, or contaminated run-off
to the ground or surface waters or to the
atmosphere’’ and to ‘‘preclude the
probability of future impoundment of
water, sediment, or slurry.’’ See 40 CFR
257.102(d)(1)(i) and (ii). In fact, the
other permits do not adequately address
those requirements or explain why it is
not feasible to take some measure to
prevent the flow of liquids into and out
of the closed CCR units indefinitely.
The lack of such analyses in the permit
records further supports EPA’s
conclusion that Alabama’s CCR permit
program is not as protective as the
Federal CCR regulations.
Finally, EPA disagrees that the
permits ensure that contamination from
the closed surface impoundments does
not pose a hazard to human health or
the environment. It is not possible to
draw this sort of broad conclusion from
the permit records because the
monitoring well networks at those
facilities discussed in the Proposed
Denial are deficient and there are likely
unmonitored potential contaminant
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pathways that still exist. Further, in the
preamble to the 2015 Federal CCR
regulations, EPA explained the value of
protecting groundwater as a resource,
regardless of whether there are currently
any nearby human receptors, and the
Federal CCR regulations do not require
such a finding before requiring
corrective action. 80 FR 21452. See
response to comment below.
Comment: Commenter states that EPA
does not allege any conditions that
cause harm to human health or the
environment in the Proposed Denial.
Commenter states that EPA does not
identify any source of drinking water
that has been impacted from an ash
pond, nor does EPA assert that arsenic
or any other CCR constituent is exposed
to any habitat, fish, or wildlife in
harmful concentrations. Commenter
states that EPA provides no evidence
that there is any risk of such harms
developing at any site in Alabama.
Commenter states that before source
control at Plant Lowman is achieved
through closure and while corrective
action is still under consideration at
ADEM that the groundwater is not
connected to any source of drinking
water. Commenter states that there is no
evidence of any impacts off the plant
site or of any harm to fish or wildlife or
their habitat and commenter states that
conditions will only improve after
dewatering and capping. Commenter
states that the plans were designed by
experts whose entire careers are focused
on closing waste sites safely and
correcting groundwater issues.
Commenter states that as the ash and
gypsum dry out and stormwater is cut
off with a protective cap, that the CCR
unit is likely to achieve compliance
with all applicable GWPS without any
further action. Commenter states that it
will be prepared to execute additional
measures to protect groundwater if that
proves to be necessary over time.
Commenter states that given this there
is every indication that ADEM’s
program is working as required by both
RCRA and State law to protect human
health and the environment.
Commenter states that if there is no
harm to drinking water, to fish and
wildlife, or to habitat under current
conditions, then it follows that there is
no opportunity to improve conditions
for people or the environment.
Commenter states that the CCR material
is safely contained on the plant site,
where it should be, and safety will only
improve as closure and corrective action
continue. Commenter states that, since
EPA has yet to approve any engineering
control measures, the only apparent
alternative to closure in place is closure
by removal. Commenter urges EPA to
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consider the location of landfills that
could serve as potential disposal sites in
this region and the character of
neighborhoods near landfills and points
between there and a power plant.
Commenter states that off-site
transportation and disposals impose
challenges for people who live near the
facility to avoid with a safe, on-site
closure as planned.
Response: EPA agrees that safe on-site
closure will avoid off-site transportation
and disposal challenges, but EPA
disagrees that the Alabama permits
support a conclusion that the subject
closure plans will protect groundwater
resources or that they are as protective
as the Federal CCR regulations requires.
In fact, given the insufficiency of the
groundwater monitoring networks, it is
possible that unmonitored releases are
occuring and, if so, it is possible those
releases are posing a hazard to human
health and the environment. In
addition, with the exception of Plant
Greene County, the permit records EPA
reviewed do not support a conclusion
that any efforts were made to identify
and implement feasible engineering
measures as required by 40 CFR
257.102(d)(1)(i). Absent such
evaluations, EPA cannot conclude that
the permits are as protective as the
Federal CCR regulations.
Further, as discussed in the preamble
to the final 2015 CCR Rule at 80 FR
21399, the objective of a groundwater
monitoring system is to intercept
groundwater to determine whether the
groundwater has been contaminated by
the CCR unit. Early contaminant
detection is important to allow
sufficient time for corrective measures
to be developed and implemented
before sensitive receptors are
significantly affected. To accomplish
this, the rule requires that wells be
located to sample groundwater from the
uppermost aquifer at the waste
boundary.
Establishment of a groundwater
monitoring network that meets each of
the performance standards of 40 CFR
257.91 is a fundamental component of
the CCR program. EPA noted significant
deficiencies with the groundwater
monitoring networks at each CCR unit
that was reviewed as part of the
Proposed Denial. Because of these
deficiencies, there is potential for
additional, unmonitored releases from
the CCR units. Therefore, it is
inappropriate to draw broad
conclusions about receptors or the lack
thereof until the deficiencies in the
groundwater monitoring networks are
addressed.
In the preamble to the 2015 CCR Rule,
EPA explained the value of protecting
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groundwater as a resource, regardless of
whether there are currently any nearby
human receptors at 80 FR 21452. The
preamble states that: whether the
constituent ultimately causes further
damage by migrating into drinking
water wells does not diminish the
significance of the environmental
damage caused to the groundwater
under the site, even where it is only a
future source of drinking water. EPA
further refers back to the preamble to
the original 1979 open dumping criteria,
which are currently applicable to these
facilities. That preamble states that EPA
is concerned with groundwater
contamination even if the aquifer is not
currently used as a source of drinking
water. Sources of drinking water are
finite, and future users’ interests must
also be protected. See 44 FR 53445–
53448. EPA believes that solid waste
activities should not be allowed to
contaminate underground drinking
water sources to exceed established
drinking water standards. This means
that whether or not receptors have been
identified does not affect the need to
comply with all corrective action
requirements in the CCR regulations.
Further, Plant Lowman was not one of
the sites reviewed, so EPA does not
have comments on the adequacy of the
groundwater monitoring networks at
Plant Lowman.
Comment: Commenter states that TVA
began closing Ash Disposal Area 4 at
Colbert in accordance with State and
Federal requirements and that the
closure activities included decanting
liquid from the unit, stabilizing the
remaining waste and installing an
engineered cap-and-cover system.
Commenter states that the system was
designed to be consistent with the
relevant standards under subtitle D of
RCRA. Commenter states that consistent
with the self-implementing nature of the
Federal CCR regulations, the closure
was completed and certified by a
qualified professional engineer in the
State of Alabama as being in accordance
with 40 CFR 257.102.
Commenter states that since
completing closure and capping of Ash
Disposal Area 4, TVA has continued to
investigate and monitor groundwater as
required by the Federal CCR regulations,
ADEM’s CCR Rule, and the First
Amended Consent Decree. Commenter
states that TVA also conducted a
Comprehensive Groundwater
Investigation (2018–2019) and installed
12 additional monitoring wells at
Colbert pursuant to the consent decree,
bringing the total number of monitoring
wells at the site to 66. The investigation
included an extensive evaluation of the
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hydrogeologic conditions and
groundwater quality at Colbert.
Response: EPA acknowledges the
commenter’s assertion that TVA has
conducted a comprehensive
groundwater investigation. However,
EPA’s assertion is that the permit is not
as protective as the Federal
requirements at § 257.91(a)(2).
Specifically, a sufficient number of
wells have not been installed at the
downgradient waste boundary to ensure
detection of groundwater contamination
in the uppermost aquifer and that all
potential contaminant pathways are not
being monitored. From the available
information, EPA concluded that the
permit did not require a sufficient
monitoring system to monitor all
potential contaminant pathways,
making the permit less protective than
required by the Federal regulations.
Comment: Commenter stated that, in
addition to installing new wells, TVA
evaluated geochemical conditions
within the underlying aquifer,
performed geophysical surveys of the
bedrock, completed offsite migration
evaluations, and studied potential
impacts to surface water using ADEM’s
risk-based model (RM2). Commenter
states that the data from these activities
indicate that the areas of elevated
groundwater chemistry onsite are
limited to a few constituents at low
concentrations, are isolated to certain
wells onsite (i.e., not migrating offsite),
and do not present a risk to adjacent
properties or surface waters.
Commenter states that it is with this
understanding that in 2019 TVA
performed two ACMs involving Ash
Disposal Area 4 to meet Federal and
State requirements. Commenter states
that one ACM was performed in
accordance with the Federal CCR
regulations and focused on groundwater
in the vicinity of Ash Disposal Area 4
(the CCR Rule regulated unit) and it
identified and evaluated various
technologies for groundwater
remediation. Commenter states that a
second ACM was performed in
accordance with the First Amended
Consent Decree and it was based on the
conceptual site model that was
developed after the comprehensive
groundwater investigation to consider
remedies that are protective of human
health and the environment. Commenter
maintains that, as required by the First
Amended Consent Decree, a remedy
was proposed, which included MNA, an
Environmental Covenant, and Adaptive
Management. Commenter asserts that
the proposed remedy was based on the
determination that groundwater
conditions at Colbert are protective of
human health and the environment and
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are expected to continue improving in
the future. Commenter states that TVA
received comments from ADEM on this
ACM and continues to work with ADEM
and perform remedy-specific
investigations at specific well locations
to further develop the final approach for
the site.
Response: As discussed previously,
the changes requested by ADEM in its
comments are not requirements of the
permit, and the permit contains no
deadline to address them or make
changes. The permit does not contain a
requirement to apply for a permit
modification to incorporate remedy
requirements once the work is
completed. TVA may continue to
comply with the permit without
completing the study, selecting a
remedy, or implementing the remedy.
Therefore, the permit is less protective
than the Federal requirements that
include a series of deadlines for actions
that are not included in Alabama’s CCR
permits.
Comment: Commenter disagrees with
EPA’s evaluation of the permit ADEM
issued for Ash Disposal Area 4 at
Colbert and disagrees with EPA’s
conclusions of deficiencies. Commenter
states that EPA made incorrect
assumptions.
Commenter states that EPA
incorrectly states that TVA is using
intrawell data comparisons described in
the Groundwater Monitoring Plan
approved by ADEM. Commenter states
that EPA explains that this method does
not require TVA to achieve compliance
with the requirement in § 257.91(a)(1) to
establish background groundwater
quality in an upgradient well unless the
criteria in § 257.91(a)(1)(i) or (ii) are
met. See, 88 FR 55241, August 14, 2023.
Commenter states that ADEM
approved the analyses of background
conditions at Colbert based on interwell
statistical methods, not intrawell
statistics. Commenter agrees with EPA
that intrawell comparisons are
appropriate in certain circumstances;
however, TVA is not proposing
intrawell comparisons at Ash Disposal
Area 4 at this time. Commenter states
that all compliance data for Ash
Disposal Area 4 submitted to ADEM or
posted for the Federal CCR regulations
used interwell statistical methods.
Commenter states that the statistical
analysis plan, which was developed in
coordination with Dr. Kirk Cameron (the
primary author of EPA’s Unified
Guidance on Statistical Analysis of
Groundwater Monitoring Data at RCRA
Facilities), merely identifies intrawell
comparisons as a potential option.
Commenter states it is appropriate to
consider and include intrawell statistics
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48803
in the groundwater monitoring plan
approved by ADEM as a possible means
of analysis of the groundwater quality,
should conditions arise where an
understanding of a well’s history is
warranted when evaluating groundwater
conditions. Commenter states that TVA
would have to notify ADEM before
using intrawell statistical methods as
the compliance method and that TVA
will continue to work with Dr. Cameron,
P.E.s, and ADEM to assure statistical
methods used meet the requirements of
the rules and adhere to EPA guidance.
Commenter states that ADEM
approved interwell statistical methods
in the CCR permit for Ash Disposal Area
4, the fact that this statistical approach
is appropriate and justified, and that is
the method currently employed under
the permit, the use of this statistical
method is not a factor that supports
EPA’s Proposed Denial.
Response: Regarding interwell vs.
intrawell statistics, the commenter
provides information about actions
being taken by facilities which are not
required by the permit. This is not
relevant to this action. The permit
issued to Colbert approves a
groundwater monitoring plan which
allows intrawell comparisons in some
circumstances. When conducting
intrawell comparisons, background
levels are established using data from
downgradient wells. The regulation in
40 CFR 257.91(a)(1) requires that
background data have not been affected
by leakage from a CCR unit.
Downgradient wells at the boundary of
a CCR unit that has been operating for
decades do not meet this requirement.
Because the procedures for updating
background levels used in intrawell data
comparisons are approved in the Final
Permit, this permit does not require
Colbert to achieve compliance with
either the Federal requirements at
§ 257.91(a)(1) or an alternative State
requirement that is equally protective.
Comment: Commenter states that EPA
states that while the groundwater
monitoring plan (GWMP) approved by
ADEM includes bedrock monitoring
wells COF–111BR, COF–112BR, COF–
113BR, COF–114BR, CA17B, CA30B,
MC1, MC5C, and COF108BR (future
installation), CA6 (background), and
COF–116BR (background) as part of the
groundwater monitoring system for Ash
Disposal Area 4, none of these bedrock
wells are located at the downgradient
waste boundary as required by
§ 257.91(a)(2). Commenter states that
instead, EPA states they are located
hundreds of feet away from this
boundary. See, 88 FR 55239, August 14,
2023.
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Commenter states that the
groundwater monitoring system at
Colbert includes 19 wells around the
entire perimeter of Ash Disposal Area 4.
Commenter states that to assure
groundwater passing by the CCR unit
boundary is accurately represented, the
system was specifically designed to
monitor groundwater quality in the
alluvial aquifer (i.e., the uppermost
aquifer) at the unit boundary, at a
location hydraulically downgradient of
Ash Disposal Area 4. Commenter states
that, in addition, because the underlying
bedrock aquifer appears hydraulically
connected to the alluvial aquifer,
groundwater quality is also monitored
in the bedrock aquifer in the
downgradient direction of flow to
evaluate this potential contaminant
pathway. Commenter maintains this
approach is consistent with the
requirements of § 257.91.
Commenter states that the eight
bedrock wells included in the Ash
Disposal Area 4 Groundwater
Monitoring Plan are positioned
appropriately along the bedrock
groundwater preferential pathways
downgradient of Ash Disposal Area 4.
Commenter states that the conceptual
site model, informed by years of
investigation and monitoring data,
suggests that impacts to groundwater, if
present, would be detected first in the
upper groundwater zone downgradient
of Ash Disposal Area 4 (the alluvial
aquifer). Commenter states that this is
based on the understanding that
groundwater flow in alluvium and
bedrock is primarily horizontal, with
shallow groundwater flow towards Cane
Creek. Commenter states, as such,
monitoring wells screened in alluvium
on the downgradient waste boundary
are positioned to monitor the uppermost
aquifer which is the most susceptible
geologic unit at the downgradient waste
boundary. Commenter states that the
bedrock well locations were specifically
selected based on documented
groundwater flow pathways further
from the waste boundary, and that these
bedrock wells are positioned to monitor
potential impacts along preferential
pathways if impacts from Ash Disposal
Area 4 were more extensive. Commenter
maintains this approach of monitoring
groundwater quality at both the alluvial
aquifer at the downgradient unit
boundary and the bedrock aquifer along
potential pathways meets the
requirements of § 257.91.
Response: EPA does not agree that the
monitoring plan for Plant Colbert is as
protective as the Federal CCR
regulations. As discussed in the
preamble to the Proposed Denial, to
ensure detection of a release, the
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regulations establish a general
performance standard that all
groundwater monitoring systems must
meet: all groundwater monitoring
systems must consist of a sufficient
number of appropriately located wells
that will yield groundwater samples in
the uppermost aquifer that represent the
quality of the background groundwater
and the quality of groundwater passing
the downgradient waste boundary,
monitoring all potential contaminant
pathways. 40 CFR 257.91(a)(1) and (2).
See Proposed Denial pages 55238–
55239. Because hydrogeologic
conditions vary so widely from one site
to another, the regulations do not
prescribe the exact number, location,
and depth of monitoring wells needed
to achieve the general performance
standard. Rather the regulation requires
installation of a minimum of one
upgradient and three downgradient
wells, as well as any additional
monitoring wells necessary to achieve
the general performance standard of
accurately representing the quality of
the background groundwater and the
groundwater passing the downgradient
waste boundary, monitoring all
potential contaminant pathways. 40
CFR 257.91(c)(1) and (2).
Further, the number, spacing, and
depths of the monitoring wells must be
determined based on a thorough
characterization of the site, including a
number of specifically identified factors
relating to the hydrogeology of the site
(e.g., aquifer thickness, groundwater
flow rates and direction). 40 CFR
257.91(b).
EPA does not disagree with
commenter that the installation of
bedrock wells at some distance away
from the downgradient edge of the
waste boundary is beneficial to
understanding and characterizing the
uppermost aquifer. EPA also
acknowledges that in some cases,
groundwater contamination via vertical
communication between the alluvial
aquifer and bedrock aquifer may not
occur until some distance beyond the
downgradient waste boundary.
However, installing bedrock wells at
some distance away from the
downgradient edge of the waste
boundary is not as protective as
§ 257.91(a)(2). The commenter
specifically acknowledges there is a
hydraulic connection between the
alluvial aquifer and bedrock aquifer.
This can only happen via vertical
communication and is precisely why
compliance wells must be at the waste
boundary. Installing compliance wells
at appropriate horizontal locations and
vertical depths at the waste boundary
provides the best opportunity to detect
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worst case situations where
contamination is leaving the unit. By
ensuring that both the § 257.91(a)(2) and
the § 257.91(b) requirements are met,
the facility could definitively conclude
that the compliance well network
accurately represents the quality of
groundwater passing the waste
boundary and that vertical
communication via preferential
pathways between the alluvial aquifer
and bedrock aquifer does not occur until
some distance beyond the downgradient
boundary. Currently, ADEM cannot
definitively claim either based on the
permit record.
Comment: Commenter states that EPA
takes the position that the corrective
measures the permittee is required to
take to achieve compliance with the
regulations must be determined prior to
final permit issuance because the permit
must contain the requirements. See, 88
FR 55242, August 14, 2023. Commenter
maintains that permitting actions
require adherence to the regulatory
framework (e.g., RCRA), but do not
contemplate the specifics of corrective
actions. Commenter states that in most
cases, identification and selection of
corrective actions would be impossible
at the time of permitting. Commenter
states that, for example, Class II landfills
that have solid waste permits have
detection monitoring, assessment
monitoring, and corrective action
frameworks built into the permit.
Commenter states that once assessment
monitoring begins, the permit is
modified to include additional needs to
address potential remedial actions, but
the permit is not issued with remedial
actions already required. Commenter
states that, on the contrary, the permit
is issued based on design and
construction performance standards, but
EPA appears to imply that the Federal
CCR regulations differs from other
permitting actions in that permits
cannot be issued until a remedial action
is selected.
Commenter states that because ADEM
has provided a framework that is
required and consistent with the Federal
CCR regulations, the permits issued by
ADEM are sufficient. Commenter states
that ADEM is providing oversight to
TVA to identify appropriate remedial
actions for Ash Disposal Area 4 at
Colbert, and that these remedial
activities will need to satisfy ADEM and
meet the State and Federal CCR
regulations before ADEM will approve
the proposed alternative, which they
have not yet done.
Response: The Commenter
misconstrues EPA’s position as
implying that a permit cannot be issued
until a remedy is selected. This is not
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the case. The corrective action
requirements include a series of actions,
beginning with data collection to
characterize a release and site
conditions that may ultimately affect the
remedy selected (40 CFR 257.95(g)).
This is followed by requirements to
complete an ACM, hold a public
meeting, and select a remedy. Remedy
Selection Reports must specify a
schedule to implement remedial
activities and then the remedy must be
implemented. Permit applicants may
not be subject to corrective action at the
time of permitting, or they may be at
any step in the corrective actions
process.
Permits must implement the
underlying regulations by establishing
clear and enforceable requirements that
a facility must satisfy to comply with
the underlying regulations. This
includes reviewing application
materials and determining which
requirements apply, which applicable
requirements have already been met,
and which have not yet been met. The
applicable requirements the permittee
has not yet met must be included in the
permit. ADEM failed to do this in
permits reviewed by EPA. The permit
record indicates that the ACM at Colbert
had been submitted to ADEM prior to
permit issuance, but ADEM did not
determine in the permitting action
whether the ACM met the requirements
in the regulation, or whether a revised
ACM must be submitted to address any
deficiencies. ADEM simply copied and
pasted corrective action requirements
from the regulations into the permit,
without applying those requirements to
the specific facts at the site. That is not
adequate oversight and implementation.
ADEM’s failure to adjudicate the
requirements applicable to Colbert, or to
review and either approve or disapprove
submitted application materials, means
its permit program is not operating as a
‘‘system of prior approval.’’ In the
example of Colbert, ADEM should have
reviewed the ACM and either approved
it or included requirements in the
permit to revise it as needed to satisfy
the requirements in the regulations. If
the ACM was approved, ADEM should
have included requirements in the
permit to hold a public meeting by a
particular deadline and prepare a
Remedy Selection Report. ADEM should
have established a deadline to prepare
the Remedy Selection Report and
required it to be submitted in an
application for a permit modification.
The Remedy Selection Report must
include a plan to implement the
remedy, with actions and deadlines for
them. ADEM must review and approve
the selection of the remedy and the
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schedule to incorporate those
requirements into the permit through a
modification.
Additionally, these approvals and
modifications are subject to public
participation requirements. Commenters
have provided information that implies
ADEM is circumventing its public
participation requirements by working
with the permittees outside of the
permitting process to approve plans and
reports, without allowing the
opportunity for public comment. If
correct, this is a further indication that
ADEM is not implementing its program
in a manner that ensures its program is
at least as protective as the Federal CCR
regulations.
Comment: Commenter states that EPA
suggests that ADEM approved wells that
were not constructed in accordance
with § 257.91(e), and consequently, EPA
implies that the groundwater
monitoring system will not accurately
yield samples that are representative of
the overall the quality of groundwater
around Ash Disposal Area 4.
Commenter states that EPA calls into
question TVA’s use of Rotosonic
drilling, claiming that it may alter,
pulverize, or otherwise destroy or
obfuscate acquired sample materials.
See 88 FR 55240, August 14, 2023.
Commenter states that § 257.91(e) of the
Federal CCR regulations, however, does
not specify a drilling method.
Commenter states that EPA’s selfimplementing CCR regulations relies on
P.E.s to provide assurance that activities
meet industry standards in the absence
of technical criteria in the CCR
regulations and that this reliance
extends to selecting appropriate drilling
methods based on site-specific
conditions. Commenter states that
Rotosonic drilling was selected as the
most appropriate method for Colbert to
complete soil borings and install
monitoring wells.
Commenter states that Rotosonic
drilling, more often referred to simply as
sonic drilling, is an effective and widely
used technique for collecting soil and
rock samples and is far superior to
formerly employed techniques such as
air rotary, air hammer, and mud rotary.
Commenter maintains that sonic drilling
is arguably the best drilling technique
available for environmental
investigations in a wide variety of
geologic settings because it provides
continuous, nearly undisturbed sample
cores, maintains borehole integrity and
geochemistry, and can be used for both
soil and rock while significantly
reducing the introduction of drilling
fluids and the generation of drilling
wastes. Commenter states that sonic
drilling demonstrably does not ‘‘alter,
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pulverize or otherwise destroy’’
acquired samples because the vibrations
employed reduce the friction between
the drill bit and the soil/rock, allowing
it to cut through the material with less
resistance and, therefore, less
disturbance. Commenter states that, by
contrast, it is the air rotary and air
hammer techniques that ‘‘alter,
pulverize or otherwise destroy’’ the
penetrated rock, and this obliteration of
formation material results in the poor
return of samples, very often
intermixing penetrated intervals when
the shattered cuttings are ejected at the
surface. Commenter maintains that mud
rotary has also been shown to have
these same disadvantages along with
substantially altering groundwater
geochemistry. For these reasons,
commenter states that TVA and its
contractor used the sonic drilling
technique at Colbert in lieu of these
other methods.
Commenter states that the TSD in
support of the Proposed Decision
includes a discussion of alleged
technical issues related to ADEM’s
permits and site-specific conditions.
Commenter states that Rotosonic
drilling is a commonly used drilling
method in the industry, as EPA
recognized in the TSD, however, the
TSD implies that Rotosonic drilling may
not be an appropriate drilling method,
noting that ‘‘it occasionally suffers from
poor physical sample recovery issues
depending on site conditions and other
factors, and the resulting data gaps must
be considered in assessments which
depend on such samples.’’
Commenters state that the examples
of poor recovery cited by EPA in the
Proposed Denial Volume I TSD (Unit
II.d) are limited and not applicable to
the geological conditions at Colbert.
Commenter maintains that EPA
acknowledges as much when it refers to
these examples as ‘‘particular sitespecific issues.’’ Commenter states that
TVA has had very good results using
sonic drilling at Colbert and has
installed 22 monitoring wells, totaling
nearly 2,000 linear feet of borings using
this technique. Commenter states that
the average percent recovery was 91
percent. Commenter states that the use
of sonic drilling at Colbert resulted in
substantial recovery of soil and bedrock
cores in a continuous, nearly
undisturbed condition. Commenters
state that site experts used multiple
lines of evidence such as downhole
geophysics logging to confirm
competent zones of bedrock as well as
permeable zones that are potential
conduits for transmissive groundwater
flow. Commenter concludes that TVA
believes EPA’s concerns about sonic
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drilling at Colbert are unwarranted and
that the monitoring wells comply with
the performance criteria outlined in
§ 257.91(e) and thus, is not a factor that
supports EPA’s denial of ADEM’s
permit program.
Response: The selection of the drilling
method or methods is an important step
in the overall well installation process.
EPA did not intend to call into question
whether Rotosonic drilling was an
appropriate method in general or even
inappropriate for this site. Instead, EPA
intended to convey concern with the
adequacy of the selected monitoring
zones, based on the details noted in the
Rotosonic drill logs. EPA maintains that
the zones of ‘‘no recovery’’ recorded for
specific intervals in specific wells may
represent data gaps, particularly if such
zones occur at key locations and depths
along potential flow pathways. The
central issue EPA raised in the Proposed
Denial in this respect related to the
uncertainties regarding the nature of the
geologic materials which were not
sampled, i.e., the depth intervals
resulting from site-specific application
of the Rotosonic method where no
recovery of geologic materials occurred.
A comprehensive assessment of the
relevant issues must therefore include
not only the technicalities of the
Rotosonic method, but also the
characteristics of the local geology, data
gap intervals resulting from application
of Rotosonic methods at Colbert, and the
locations and depths of these data gaps
in the site-specific hydrogeologic
context. A comprehensive discussion of
the limitations of the monitoring
network at TVA needs to consider all
these factors, as well as how such
information was used in making
decisions which produced the existing
monitoring network. EPA remains
concerned that the resulting monitoring
network may not comply with the
requirements § 257.91(a)(2) in that all
potential contaminant pathways may
not be monitored at the unit boundary.
In a karst setting such as the Colbert
site, the zones of ‘‘no recovery’’ while
employing Rotosonic drilling methods
can represent void space or extremely
weathered materials. While such
intervals are problematic for all drilling
methods, the original comment
identified these zones of ‘no recovery’ or
no data, to potentially represent void
spaces or highly weathered intervals
which could be of critical importance to
monitoring efforts.
Comment: Commenter states that
ADEM appropriately approved TVA’s
use of open borehole wells and
disagrees with EPA’s suggestion that the
long-screened interval open-borehole
monitoring wells yield blended or
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otherwise unrepresentative samples,
and thus do not comply with the
performance standards in § 257.91(a)(1)
and (2) and (e). See 88 FR 55240, August
14, 2023. Commenter states that use of
open-borehole wells in limestone
bedrock is compliant with EPA’s CCR
regulations, the American Society for
Testing and Materials (ASTM)
standards, USEPA Region 4 guidance,
and Interstate Technology and
Regulatory Counsel (ITRC) guidance.
Commenter maintains that ASTM
D5092/D5092M–161 clearly states that
the practice of screening wells and
installing filter packs is ‘‘not applicable
in fractured or karst rock conditions.’’
Commenter states that USEPA Region 4
and ITRC3 also acknowledge that open
bedrock completions are warranted in
karst conditions and fractured rock.
During the Comprehensive Groundwater
Investigation (CGWI) conducted at
Colbert in 2019, commenter asserts that
TVA and its contractor performed
surface geophysics and borehole
geophysical logging of the CGWI
monitoring wells that provided an
understanding of the bedrock structure.
Commenter states that using the
borehole geophysical logging data,
including the heat pulse flowmeter, the
essential preferential flow fractures in
each CGWI monitoring well were
identified, and the dedicated
groundwater low flow pumps were
positioned precisely to monitor
groundwater in the most representative
intervals of the Tuscumbia limestone
(i.e., zones of highest groundwater
flow), while preserving the ability to
monitor other intervals if the need
should arise.
Commenter maintains that TVA’s
analyses of older screened wells at
Colbert indicated that well casings have
blocked/sealed off significant waterbearing fractures and are not
representative of overall Tuscumbia
bedrock aquifer conditions. Commenter
states that ASTM and USEPA Region 4
clearly recognize that using screened
wells to monitor groundwater in a
bedrock aquifer of this type is
technically unsound if for no other
reason than introducing an
unacceptable sampling bias that could
produce misleading and unreliable
groundwater quality data. Commenter
states that utilizing open-hole
monitoring wells avoids the unfavorable
limitations of screened wells that can
only yield samples from discrete
isolated fractures that are not
representative of large-scale
groundwater quality in the bedrock
aquifer, and that, by contrast, wells with
an open-hole completion represent more
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completely the groundwater quality of
the upper portion of the bedrock unit
that could potentially affect surface
water quality (i.e., the Tennessee River
and Cane Creek). Commenter and P.E.
contend the construction of the openborehole wells comply with the
performance standards in § 257.91(a)(1)
and (2) and (e), and thus, is not a factor
that supports EPA’s denial of ADEM’s
permit program.
Response: EPA appreciates the
additional information provided by the
commenter. However, the comment is
somewhat self-contradictory, and in
some respects tangential to the issues
raised in the original comment. It is
conceivable that low flow sampling
within an open borehole, if
appropriately deployed, may be used to
monitor discrete zones within a bedrock
aquifer. However, this presumes that
certain preconditions are met, which are
discussed further below. First it must be
acknowledged that the goal of such
sampling is not to assess ‘‘large-scale
groundwater quality’’ of the bedrock
aquifer as the commenter suggests. Such
a ‘‘large-scale’’ assessment of
groundwater quality would require an
approach altogether different from lowflow methods. Instead, the purpose of
low-flow sampling is to collect
representative groundwater samples
from key depth-discrete zones. Each
sample is intended to be representative
of the specific depth interval where the
pump intake is deployed, rather than an
‘‘average’’ or ‘‘blended’’ sample of an
entire borehole.
It is for this reason that guidance
documents for low flow sampling
generally indicate a preference for
permanent monitoring well installations
with short, screened intervals (e.g., 10feet or less), to be used in conjunction
with low-flow approaches. Short
screened or open intervals are installed
at targeted depths based on geologic and
other information to enable and
facilitate sampling of a specific zone or
zones with low-flow methods. Longscreened intervals or open intervals in
open bedrock boreholes should be
generally avoided. To this point, EPA
Region 4 guidance document, entitled
Design and Installation of Monitoring
Wells, January 1, 2018, states the
following:
Another limitation to the open rock well is
that the entire bedrock interval serves as the
monitoring zone. In this situation, it is very
difficult or even impossible to monitor a
specific zone because the contaminants being
monitored could be diluted to the extent of
being non-detectable. The installation of
open bedrock wells is generally not
acceptable in the Superfund and RCRA
programs, because of the uncontrolled
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monitoring intervals. However, some site
conditions might exist, especially in
cavernous limestone areas (karst topography)
or in areas of highly fractured bedrock, where
the installation of the filter pack and its
structural integrity are questionable. Under
these conditions the design of an open
bedrock well may be warranted.
While this guidance does not
preclude the use of open bedrock wells
in ‘‘cavernous limestone’’ or ‘‘highly
fractured bedrock,’’ it does not generally
support the commenter’s assertion that,
‘‘Use of open-borehole wells in
limestone bedrock is compliant . . . ’’ It
should be noted that many of the open
bedrock boreholes at Colbert do not
indicate the presence of the voids or
highly fractured zones listed above as
conditions justifying open boreholes.
More importantly, the presence of long
open intervals in boreholes, while not
addressed by the commenter, is listed as
a particular limitation implied in the
Region 4 guidance excerpted above (i.e.,
‘‘the entire bedrock interval serves as
the monitoring zone. . . ’’). In addition
to the concerns listed by the Region 4
guidance, long open boreholes
commonly exhibit issues such as
vertical flow and multiple inflow and
outflow zones. Unless this ‘‘short
circuiting’’ intra-borehole flow is
understood at a high level of resolution,
it would be difficult to determine
precisely what a particular low flow
sample from such a borehole represents,
other than some sort of blended average.
For this reason, inflatable straddle
packers are commonly employed in long
open boreholes to isolate zones of
typically 10-feet or less in vertical
length to minimize the confounding
effects of intra-borehole flow. Even so,
straddle packers also have potential
leakage or other problems. For these
reasons, conventionally screened wells
should be installed or at least strongly
considered where conditions allow for
their installation. Another limitation of
long open-hole intervals not discussed
by the commenter is the potential
blending of zones of different chemistry,
e.g., redox potential, or other
parameters. Cross connecting
independent zones with different redox
potential is highly inadvisable as it may
produce non-representative samples
resulting from in-situ redox reactions
not likely to occur without the presence
of the borehole conduit.
The commenter provides little
information which would outweigh the
many negatives listed above for using
long open borehole wells with or
without low-flow sampling techniques,
and in many cases the assertions are
factually incorrect. For example, the
commenter states, ‘‘ASTM and USEPA
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Region 4 clearly recognize that using
screened wells to monitor groundwater
in a bedrock aquifer of this type is
technically unsound if for no other
reason than introducing an
unacceptable sampling bias that could
produce misleading and unreliable
groundwater quality data.’’ This
statement is in direct conflict with the
excerpted material from the Region 4
guidance presented just above.
Similarly, the comment states,
‘‘Utilizing open-hole monitoring wells
avoids the unfavorable limitations of
screened wells that can only yield
samples from discrete isolated fractures
. . . ’’
As discussed previously, this
assertion confuses limitations of lowflow sampling with limitations of
screened wells. The intention of lowflow sampling is in fact to yield samples
from discrete zones or fractures, and it
is commonly accepted that low flow
sampling is less effective to this
intention in open boreholes, or wells or
boreholes with excessively long open or
screened intervals. The comment misses
these points entirely in attempting to
justify the unusual and problematic
combination of low-flow sampling
methodologies with long open boreholes
selected by TVA and approved by
ADEM.
It is not clear what is intended by the
statement in the following comment:
TVA’s analyses of older screened wells at
Colbert indicated that well casings have
blocked/sealed off significant water-bearing
fractures and are not representative of overall
Tuscumbia bedrock aquifer conditions.
EPA concurs with this concern which
suggests that the older screened wells
are indeed problematic in that they have
inadvertently excluded significant
water-bearing fractures from the
monitoring network. For example,
EPA’s analysis of monitoring wells
COF–111 and COF–111BR indicates
similar concerns, i.e., that potentially
significant water-bearing zones in the
epi-karst materials in the uppermost
portion of the bedrock have been
effectively sealed off and isolated by
steel casings and have therefore been
similarly excluded from the monitoring
well network and sampling program. It
appears that there may be a systematic
problem in that the potential
contributions of these cased-off waterbearing zones have been in many cases
inappropriately excluded from the
monitoring network, and their potential
contributions to the inputs of the
totality of groundwater affecting the
quality of surface water in Cane Creek
have not been determined. This
particular issue with the permit record
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could have been avoided with the use
of clustered monitored wells, which are
multiple groundwater monitoring wells
placed in close proximity to one
another. This well installation method
would allow for the monitoring of
groundwater conditions at various
discrete-depth zones.
In conclusion, the explanations in the
comment do not resolve the issue in that
the long-screened interval openborehole monitoring wells have the
potential to yield blended or otherwise
unrepresentative samples, and thus do
not comply with the performance
standards in § 257.91(a)(1) and (2) and
(e). As discussed above, options are
available to redevelop and reconfigure
these existing open boreholes to fully
comply with the regulations, including
installing standard monitoring wells
(e.g., with discrete screened intervals)
within the open boreholes with discrete
screened intervals targeted to the most
important discrete fracture zones, or a
variety of specialized technologies and
methods developed to address fracturespecific sampling in fractured bedrock
environments. ADEM chose to approve
the GWMP without requiring the
necessary analysis and as a result none
of these compliant alternatives were
considered. Further, to the extent the
comments do clarify the situation, such
information should have already been in
the permit record if necessary to
adequately explain the groundwater
monitoring network.
Comment: Commenter disagrees with
EPA’s Proposed Denial with respect to
delineation of the uppermost aquifer.
Commenter states that EPA conjectures
the groundwater monitoring well
network ADEM approved does not meet
the performance standards in § 257.91(a)
or (b), that the approved groundwater
monitoring system is not based on a
thorough characterization of the
elements listed in § 257.91(b), and that
the groundwater monitoring system
does not ‘‘yield groundwater samples
from the uppermost aquifer’’ as required
by § 257.91(a). Commenters maintains
this is due to EPA’s conclusion that the
subject facilities have failed to delineate
the uppermost aquifer.
Commenter maintains there is simply
no requirement for the compliance
groundwater monitoring network to
vertically delineate the uppermost
aquifer and that EPA has, once again,
read requirements into the Federal rules
that simply do not exist. Commenter
states that 40 CFR 257.91(a)(2) requires
that the groundwater monitoring system
consist of a sufficient number of wells,
installed at appropriate locations and
depths, to yield groundwater samples
from the uppermost aquifer that
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accurately represent the quality of
groundwater passing the waste
boundary of the CCR unit. Commenter
states that these performance standards
do not speak to complete delineation of
the aquifer, but only to obtaining
samples that accurately reflect the
quality of groundwater passing the
waste boundary. Commenter maintains
that complete vertical delineation is not
only not required on all cases, it is not
logical or practical to require it in all
cases, and that furthermore, EPA has
approved, overseen, or itself installed
groundwater monitoring systems around
the Nation in the RCRA and CERCLA
program, and, at no time, has taken a
remotely similar position requiring
complete vertical aquifer delineation in
all of them.
Commenter states that with respect to
Plant Gadsden, EPA specifically
mentions, ‘‘the variable nature of the
bedrock/overburden contact was not
sufficiently characterized to meet the
performance standards in 40 CFR
257.91(a) or (b).’’ Commenter states that
EPA continues by stating ‘‘[i]n addition,
the top-of-bedrock surface has not been
adequately resolved in all areas of the
site because some boring logs lack
reliable confirmatory data. According to
the boring logs that were included in the
Permit Application, there are multiple
missing intervals of ‘‘no recovery’’ from
numerous borings advanced into
bedrock, which indicate a large
potential for hydraulically significant
zones that are currently insufficiently
characterized. EPA is proposing to
determine that the thickness, variability,
nature, and hydrogeologic significance
of the transitional zone of weathering in
the uppermost part of bedrock has not
been established, as required by 40 CFR
257.91(b).’’ Commenter states that
nineteen of the twenty-four monitoring
wells and piezometers included within
the Permit were drilled utilizing a sonic
drilling method—a method known for
the benefit of reliably providing
continuous and minimally disturbed
core samples, and that, as such,
characterization of the uppermost
portion of the bedrock has been
successfully achieved through the
thorough descriptions of recovered
materials produced during activities
related to installation of monitoring
wells, piezometers, and vertical
delineation wells that were provided on
the very boring logs referenced by EPA.
Commenter states that EPA expands
on their claim that the uppermost
aquifer has not been sufficiently
characterized and the depth of the lower
confining unit has not been established
with respect to Plant Gorgas, contending
that contradictory information has been
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portrayed in the facility file by stating,
‘‘the Pratt Coal System and the
American Coal Systems are mapped
together and separately in different
groundwater monitoring reports.’’
Commenter maintains that this faulty
conclusion stems from EPA’s limited
and perfunctory review of the massive
amount of data available for the facility.
Commenter maintains that the
separation of the Pratt and American
flow systems stemmed from the receipt
of additional site cross-sections with the
Supplemental Site Hydrogeologic
Characterization Report dated March 5,
2021. Commenter asserts that it is a
well-established fact that a successful
conceptual site model is continually
improved as more data becomes
available, as was the case with this
distinction of the Pratt Coal and
American Coal Systems. Commenter
concludes that a complete vertical
delineation may not be logical or
practical in every case, and as such, the
uppermost aquifer has been
characterized to the extent that is
technically feasible.
Response: Regarding the regulations
outlining the requirements for
groundwater monitoring systems, EPA
disagrees with the commenter’s
statement that EPA has read
requirements into the Federal CCR
regulations that simply do not exist.
Furthermore, contrary to the
commenter’s claims, EPA is not
contending that the level of detail
discussed in the comment is required to
meet the Federal requirements.
According to the commenter, 40 CFR
257.91(a)(2) requires that the
groundwater monitoring system consist
of a sufficient number of wells, installed
at appropriate locations and depths, to
yield groundwater samples from the
uppermost aquifer that accurately
represent the quality of groundwater
passing the waste boundary of the CCR
unit. However, that is only one half of
the regulation. Section 257.91(a)(2) also
states the downgradient monitoring
system must be installed at the waste
boundary to ensure (1) detection of
groundwater contamination in the
uppermost aquifer; and (2) monitoring
of all potential contaminant pathways.
Potential contaminant pathways can
only be identified by conducting a
thorough characterization of the
uppermost aquifer. In fact, 40 CFR
257.91(b) outlines several technical
criteria, such as aquifer thickness and
the materials comprising the confining
unit defining the lower bound of the
uppermost aquifer, that needs to be
evaluated before installing the
compliance monitoring wells.
Characterization, including the
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delineation of the upper and lower
bounds of the uppermost aquifer and
the potential contaminant pathways
within, can be accomplished by
scientific literature and a site-specific
investigative tool such as exploratory
borings and geophysics. Plant Gorgas is
a very complex site, and the information
available as part of the permit record
does not support that all preferential
pathways are being monitored.
In short, EPA’s statements in the
Proposed Denial regarding groundwater
monitoring systems was in response to
ADEM’s approval of groundwater
monitoring plans containing a poor
characterization of the uppermost
aquifer at each facility. Identifying the
upper and lower bounds of the
uppermost aquifer has not been
achieved resulting in potential
unmonitored contaminant pathways.
Lastly, the permits do not provide any
indication of how and when the
groundwater monitoring system
requirements will be met.
Comment: Commenter states that EPA
asserts multiple times throughout its
post-issuance critiques of multiple
permits that there is an insufficient
number of wells laterally and vertically
along the downgradient perimeter of the
unit to monitor all potential
contaminant pathways. Commenter
states that the performance standard for
groundwater monitoring systems
requires a sufficient number of wells
installed at appropriate locations and
depths to accurately represent the
quality of groundwater passing the
waste boundary of the CCR unit.
Commenter states that a minimum
spacing between well locations and well
depths is not specified by the Federal
rules, and that instead it is then left to
the professional judgement of ADEM
staff scientists, geologists, and
engineers, working collectively with the
permittees to design/approve the most
practical system to monitor the quality
of groundwater entering the uppermost
aquifer from the units. Commenter
maintains this is an ongoing effort.
Commenter further asserts that
groundwater monitoring systems are
continuously evaluated and modified as
more data is collected and analyzed.
Commenter maintains that EPA seeks to
substitute its judgement, based on a
cursory review of limited information,
for that of ADEM, whose professional
staff have conducted extensive reviews
and analyses of the holistic battery of
data available for each facility.
Response: The Commenter describes
an approach to designing a groundwater
monitoring system that is inconsistent
with the CCR regulations. First, the CCR
regulations present criteria for designing
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a groundwater monitoring system for
each CCR unit (40 CFR 257.91) with a
deadline for installation of the system
and collection of the first 8 samples
from each well no later than October 17,
2017 (40 CFR 257.90(b)). Thorough
characterization of site-specific
hydrogeological characteristics (e.g.,
groundwater flow rate and direction,
aquifer thickness, hydraulic
conductivities) was required to support
this design (40 CFR 257.91(b)). This
design should not be an ongoing process
six years after the deadline. Along those
lines, while collaboration is a good
thing, ADEM and the facility should not
be ‘‘working collectively to design/
approve’’ a groundwater monitoring
system. It was the facility’s
responsibility to design the system years
ago, and it is ADEM’s responsibility to
thoroughly evaluate the facilities system
and only approve it if all the
requirements of the regulations are met.
In this case, it appears that ADEM
simply approved the systems submitted
by the facilities. To the extent there was
meaningful evaluation, that is not
included in the permit record and
available for review, which again
highlights the concern that ADEM is not
adequately overseeing and documenting
its decisions. EPA must rely on the
available permit record whether the
groundwater monitoring system
(GWMS) is designed in compliance with
the Federal CCR regulations, and, at this
time, the GWMSs reviewed in the
proposal appear inadequate based on
the available information in the permit
record.
Post hoc explanations not included in
the permit record do not cure the
deficient permits. For the reasons
provided in the Proposed Denial and
discussed in this document, EPA finds
that the permits are not as protective as
the Federal rule and that the permit
records are insufficient.
Comment: Commenter states that with
respect to lateral spacing, one of the
considerations ADEM took into account
is that most of the CCR units are
unlined, and for this reason, it would be
reasonable to assume that potential
leakage from these units would not
follow the same pattern as those from a
lined unit. Commenter states that a leak
resulting from a failure or breach to a
liner system would likely represent an
individual ‘‘point of release,’’ whereas
with an unlined unit, the leakage would
likely result in more widespread
impacted areas dependent on the
variable permeability of the clay base,
and, as such, a tighter-spaced network
of wells would be required to
adequately monitor and detect a release
from a lined unit, whereas the
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monitoring well network for adequately
detecting a release from an unlined unit
would not be required to be as closely
spaced.
Commenter states that in other cases
ADEM had to consider the topographic
relief, geometric footprint, or other site
conditions at the waste boundary,
verified, at times, by ADEM staff
conducting site visits, that prohibited
access or installation directly at the
limits of the CCR unit. Commenter
states that in situations where
installation at the waste boundary was
considered to be technically infeasible,
as was the case with Plant Gorgas,
monitoring well locations were selected
based on best professional judgement.
For example, commenter asserts that
monitoring wells were strategically
placed in areas that receive groundwater
from multiple directions occurring from
the finger-like features of the CCR unit.
Commenter states that much of EPA’s
commentary on vertical spacing seems
to orbit the idea that Federal rules
require compliance monitoring wells
throughout the entire depth of the
uppermost aquifer including its upper
and lower bounds. Commenter states
that this is neither correct nor feasible,
because, as ADEM explained in
response to the delineation issue, the
Federal CCR regulations require a
monitoring network that detects
contamination released from the unit,
not one that characterizes the entire
depth of the aquifer and that it is not
practical to do so. Commenter states, for
example, that the majority of the lower
boundary of the CCR unit at Plant
Gadsden is at approximately 500 to 505
feet AMSL (above mean sea level).
Commenter states that monitoring wells
installed at depths of 100 feet or greater,
or at elevations near 415 feet AMSL, as
suggested by EPA would not detect
contamination from a breach of the liner
system and would not accurately
represent the quality of groundwater
passing the waste boundary. Commenter
maintains that contaminants breaching
the liner system would have to
immediately descend to the lower
bounds of the aquifer perfectly along the
vertical plane of the waste boundary for
EPA to be correct, but commenter
asserts that contaminant migration is
simply not expected to occur in this
manner in any of the geological systems
at any of Alabama’s CCR facilities.
Commenter states that EPA goes
further with this faulty notion by
asserting that an insufficient number of
monitoring wells are screened within
Unit 1 of the uppermost aquifer at Plant
Greene County, resulting in inadequate
vertical spacing of compliance wells.
Commenter notes that it is true that the
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majority of monitoring wells have been
screened within Unit 2 of the uppermost
aquifer, but EPA does not appear to
understand the site geology and
characteristics of each unit. Commenter
states that the quaternary alluvium and
low terrace deposits comprise the
uppermost aquifer; that these units
overlie the Demopolis Chalk, which acts
as a lower confining unit for the aquifer;
Unit 1 of the uppermost aquifer consists
of lean-to-fat clays that thin and become
slightly more sandy towards the
southwest; Unit 2 consists of fine-tomedium-grained sands that coarsen
downward and include gravel lenses;
and groundwater tends to sit on top of
the chalk and within Unit 2, and Unit
1 acts as a semi-confining unit across
much of the site. Based on these
statements, commenter concludes that
the compliance monitoring wells are
appropriately screened within the Unit
2 sands and gravels to have the highest
probability to detect any constituents
that may be released from the CCR unit.
Response: EPA disagrees with the
commenter’s explanation and
justification for the lateral spacing of
compliance wells. While it is true that
the exact location and magnitude of a
release can affect plume geometry, these
variables are often unknown regardless
of if the unit is lined or unlined. Using
the commenter’s examples of a ‘‘point
release’’ and a ‘‘broad release’’, a broad
release from an unlined unit could
easily mimic a point release from a
lined unit if part of the CCR unit is in
direct contact with groundwater.
Conversely, a point release from a lined
unit could mimic a broad release from
an unlined unit if the leachate first
disperses laterally for several feet (‘‘fans
out’’), then gradually downward
through a heterogeneous soil several feet
before reaching the groundwater table.
Lastly, the commenter’s technical
reasoning for the lateral spacing of
compliance wells largely ignores the
hydrogeology of the geologic units
above and within the uppermost
aquifer. The hydrogeology of these
geologic units, based on an investigation
of the criteria outlined in § 257.91(b),
plays a much larger role in plume
geometry and the lateral and vertical
spacing of compliance wells than
presumptions about the location,
magnitude, and type of release.
The commenter’s concern that the
Agency did not understand the site
geology and characteristics of each unit
is also unfounded. The Agency
evaluated the site geology based on the
information in the permit record and
determined that the saturated portion of
Unit 1 is part of the uppermost aquifer.
Nothing in the commenter’s response
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changes that determination. Rather, the
commenter’s response supports the
Agency’s position that the current
groundwater monitoring network only
monitors specific portions of the
uppermost aquifer. Detection
monitoring wells should have been
screened in all transmissive zones that
may act as contaminant transport
pathways. This issue could have been
resolved with the installation of
multiple monitoring wells (well clusters
or multilevel sampling devices) in
places where a single well cannot
adequately intercept and monitor the
vertical extent of a potential pathway of
contaminant migration, or when there is
more than one potential pathway of
contaminant migration in the subsurface
at a single location.
Comment: Commenter states that
Alabama Power’s plans address
groundwater quality at and around the
commenter’s sites and the groundwater
monitoring systems are tailored to site
geological conditions, certified by
qualified professional engineers and
geologists, and exceed EPA’s monitoring
requirements. Commenter asserts that
Alabama Power’s approach to corrective
action is also tailored to site-specific
risk considerations in accordance with
the 2015 regulations, certified by
qualified professional engineers and
geologists, and designed to be
responsive to any changes in site
specific conditions. Commenter
maintains this approach can include
both passive and active measures, each
working together with closure to
achieve groundwater protection
standards (GWPS) in compliance with
both the Federal and State CCR
regulations.
Response: The commenter does not
provide any explanation of why the
plans, including the proposed remedy,
comply with the 2015 regulations.
While it is understood that P.E.
certifications have been obtained, in
noted instances EPA does not agree with
the conclusions of the P.E. EPA has
provided significant analysis of why the
plans fail to satisfy the 2015 regulations
in those cases, and this comment does
not respond to that analysis. The role of
a permitting authority is to review the
site-specific facts and determine
whether the P.E. certification is true and
whether the approach proposed by the
facility does, in fact, achieve
compliance with the regulations. ADEM
should not assume compliance based on
a P.E. certification and the P.E.
certification does not prevent EPA from
independently evaluating the permit.
Finally, while EPA appreciates that
Alabama Power’s approach to corrective
action may well be ‘‘tailored to site-
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specific risk considerations in
accordance with the 2015 regulations,
certified by qualified professional
engineers and geologists, and designed
to be responsive to any changes in site
specific conditions,’’ the relevant
standard to evaluate the adequacy of
Alabama Power’s corrective action
remedy is in § 257.97(b) and (c). The
commenter has presented nothing to
address the specific concerns EPA
identified in the proposal.
Comment: Commenter states that EPA
includes in a TSD supporting the
Proposed Denial a discussion of alleged
technical issues related to ADEM’s
permits and site-specific conditions.
Commenter does not comment on the
site-specific conditions, but instead
urges EPA to revise or clarify the
following technical approaches. With
respect to unit elevations, the
commenter states that EPA relies on an
average bottom elevation instead of
modeling the available elevation data
points, and that using an average
incorrectly assumes that the bottom of
the unit is flat.
Response: The commenter is correct
that EPA used an average bottom
elevation to estimate the amount of CCR
in the unit that remains saturated by
groundwater. EPA fully acknowledges
that the bottoms of the CCR units are not
likely to be flat over the span of the
entire unit; however, EPA relied on the
only data available from the permit
application packages and documents
available for review on the public CCR
websites. Commenters do not claim that
no CCR remains saturated in the closed
units. Any further detailed analysis was
unnecessary, and the approach used
was appropriate and sufficient given the
amount of data that is available. The
purpose of this review was to determine
whether Alabama’s CCR permit program
is as protective as the Federal CCR
regulations, not to take action to bring
the identified facilities into compliance
with the Federal CCR regulations.
While the actual amount of
groundwater in contact with CCR may
differ to some degree, the Agency’s
approach provided a reasonable
estimate of the amount of waste
potentially below the water table. The
Agency remains confident that, based
on the information available to us in the
permit applications and publicly
available documents, that these units
currently have waste in contact with the
groundwater and will continue to have
waste in sustained contact with the
groundwater moving forward. In
addition, with the exception of Plant
Greene County, none of the sources
evaluated, much less implemented,
measure(s) designed to limit the flow of
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liquids into and out of the unit from the
bottom and sides indefinitely.
Comment: Commenter states that
saturation of waste, or the presence of
a water table within the waste, does not
necessarily indicate that the waste is in
an unstable condition or contains
readily separable liquids. Commenter
asserts that material density and
dewatering performed prior to cap
construction also are factors that affect
CCR stability. Commenter states that
EPA describes how its review of permits
issued under Alabama’s program
influenced the Proposed Denial and that
EPA indicates ‘‘. . . EPA is proposing to
determine that ADEM issued multiple
permits allowing CCR in closed units to
remain saturated by groundwater,
without requiring engineering measures
that will control the groundwater
flowing into and out of the closed unit.’’
Commenter states that following this
overall discussion of the permit review,
the Proposed Denial details specific
observations from the permit review for
four power plants, including specific
observations regarding saturated CCR,
groundwater levels within CCR, and free
liquids within CCR. Commenter states
that with respect to Colbert, EPA stated
‘‘it is clear from the post-closure 2019–
2021 Annual Inspection Reports that
whatever measures were taken as part of
closure did not actually eliminate free
liquids from Ash Pond 4. Commenter
states that these reports document
average groundwater elevations within
the Ash Pond that significantly exceed
422 above MSL.’’ Commenter states that
with respect to Gadsden, EPA states,
‘‘[a]s previously explained, in situations
such as this, where the waste in the unit
is continually saturated with
groundwater, the requirement to
eliminate free liquids obligates the
facility to take engineering measures to
ensure that the groundwater, along with
the other free liquids, has been
permanently removed from the unit
prior to installing the final cover system.
See, 40 CFR 257.102(d)(2)(i).’’
Commenter states that the discussion
continues on the same page with ‘‘[a]
further concern is that, given the failure
to eliminate the free liquids from the
saturated CCR underlying the
consolidated unit, it is not at all clear
that the remaining wastes have been
stabilized sufficiently to support the
final cover system, as required by
§ 257.102(d)(2)(ii). Creating a stable
working surface for earthwork
equipment while the cover system is
being installed is not the same as
ensuring that the unit has been
sufficiently dewatered prior to
installation of the cover system and that
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over the long term there will be no
differential settlement of the CCR in the
closed unit that would disrupt the
integrity of the cover system and allow
liquids to infiltrate into the closed unit.
Neither the approved Closure Plan nor
ADEM’s permit provides any details of
engineering measures that were taken to
address the groundwater that continues
to flow into and out of the unit from the
sides and bottom. In the absence of such
measures, EPA has no basis for
concluding that the standard in
§ 257.102(d)(2) has been met.’’
Commenter states that in many cases
the Proposed Denial’s discussion of the
four permits involves the level of
documentation necessary to
demonstrate compliance with the
closure performance standards.
Commenter states it cannot address the
necessary level of documentation;
however, within the Proposed Denial’s
discussion, there appears to be an
underlying assumption regarding the
behavior of saturated CCR.
Commenter states it has conducted
considerable research on the
geotechnical behavior of CCR that
describes stability and drainage, and
that a focus of research has been
understanding CCR behavior using
physical models and geotechnical
centrifuges (3002001146; 3002006290;
3002020566; Madabhushi, 2020;
Madabhushi, 2022a; Madabhushi,
2022b; Madabhushi, 2022c;
Madabhushi, 2023). Commenter states
that geotechnical centrifuges enable the
evaluation of geotechnical behavior of
large structures such as slopes and
embankments through testing of much
smaller scale models in controlled
laboratory settings (Schofield 1980).
Commenter states that its centrifuge
modeling has shown that the behavior
of saturated coal fly ash depends on its
density. Commenter states that
relatively dense ashes behave much
differently than relatively loose ashes,
and that the key distinction is the
relationship between the ash deposit’s
density and the critical state line (the
critical state line describes the
relationship between volume ratio of
inter-particle spaces and particles and
the effective stress between particles
where shearing of a particulate material
may continue indefinitely without
change in volume). Commenter states
that dewatering influences fly ash
behavior, both through the increased
effective stress in the dewatered zone
and through the densification of the
entire deposit that results from
increased effective stress.
Commenter states that Figure 1 in
their comment submittal shows the 9meter geotechnical centrifuge (left) and
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the test box being filled with coal fly ash
slurry (right). In the front of the test box
(foreground, right image) are two
aluminum doors with actuators.
Commenter states that opening the
doors rapidly creates a loss of
confinement for ash slurry deposit,
enabling the study of runout behavior of
CCR. Commenter states that when
spinning at 60 g in the centrifuge, this
model represents a prototype with an
ash thickness of about 70 feet.
Commenters states that the behavior
of relatively dense coal fly ash in their
centrifuge model experiments does not
support a presumption that saturated
CCR lacking engineering measures to
reduce saturation will be unstable or
jeopardize the integrity of a final cover
system. Commenter states that to the
extent that additional information
beyond an engineer’s certification is
necessary to demonstrate compliance,
they observe that in-situ density is an
important parameter to consider in
assessing stability of CCR deposits.
Commenter states that centrifuge
modeling also shows that partial
dewatering of saturated CCR increases
the density and stability of an initially
loose ash deposit. Commenter states that
Figure 3 illustrates the difference in
behavior between saturated (water table
at surface) and partially dewatered loose
coal fly ash (water table at 59% of ash
thickness). Commenter states that on the
left, the saturated loose ash exhibited a
more rapid liquid-like flow, and on the
right the partially dewatered ash
exhibited a slow, soil-like slumping.
Commenter states that based on this
experience from physical modeling, a
presumption that partially dewatered
CCR is unstable without further
measures to eliminate saturation is not
supported. Commenter states that it
observes that in-situ densities and depth
of dewatering are also parameters to
consider in assessing stability of
partially dewatered CCR deposits.
Commenter states that centrifuge
modeling and laboratory experiments
show that the water within saturated
CCR is not necessarily readily separable.
Commenter states that Figure 4 shows a
birds-eye (top) view of the runout at
four times from loss of confinement
(left) to 1 hour following loss of
confinement (right). Commenter states
that the runout at the fourth/last time
was previously shown in oblique view
in Figure 2 (left). Commenter states that
water only becomes visible on the
surface of the ash late in the runout
process, and that the delay in the
appearance of water on the ash surface
is interpreted to be caused by negative
pore pressures from shearing- induced
dilation. That is, the loss of confinement
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produced shear forces within the ash
deposit, and the interaction of ash
particles under these shearing forces
increased the volume of spaces between
the ash particles, thereby reducing the
pore pressure in the water filling the
spaces. Commenter states that water
appears on the surface only when the
negative pore pressures are dissipated
by the redistribution of water within the
pores. Commenter states that because of
the small pore sizes and low hydraulic
conductivity of the fly ash, the
redistribution of porewater and
emergence on the surface of the fly ash
took considerable time.
Commenter states that the Paint Filter
Liquids Test (PFLT) was developed by
EPA to identify wastes containing free
liquids for compliance with 40 CFR
264.314 and 265.314 (SW–846 Method
9095B) and involves observations over a
period of 5 minutes following
placement of a specimen in the test
apparatus. Commenter states that during
this time, the behavior of the specimen
is influenced by its properties and, in
the case of particulate solids such as
CCR, the stress conditions resulting
from its placement in the apparatus.
Commenter states that a saturated CCR
may not release water during the 5minute PFLT due to the combination of
CCR properties and stress conditions.
Commenter states that Figure 5
illustrates the results of an ongoing, notyet-published lab mixing study using
CCR samples from two power plants.
Commenter states that increments of
water were added until each sample
contained free liquids according to
PFLT (released a drop of water within
5 minutes). Commenter asserts that the
geotechnical moisture content of each
sample at the last increment before the
CCR contained free liquids, as defined
by PFLT, is reported in Figure 5.
Commenter maintains that many
samples in this study have high fines
contents, which correlate with small
pore sizes and low hydraulic
conductivities and exhibited no free
liquids at geotechnical moisture content
in excess of 40%, and some as high as
70%. (Geotechnical moisture content is
calculated as the mass of water divided
by the mass of solids; saturation is
calculated as water-filled pore volume
divided by the total pore volume.)
Commenter states that it did not
measure the density or degree of
saturation within the PFLT, but it stated
that the highest moisture content values
are similar to saturated conditions
observed based on densities and
moisture contents of intact samples
collected at Site 1 and previous
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characterization of ashes from Site 2
(TR–101999).
Commenter states that based on its
experience from centrifuge modeling
and lab testing, a presumption that
saturated CCR contains readily
separable liquids, as determined by a
PFLT, is not always supported.
Commenter states that while degree of
saturation, or moisture content, is
important to free liquids determination,
commenter observations suggest that
CCR particle size distribution and insitu density are also factors that
influence the determination of readily
separable liquids.
Response: The commenter’s response
is focused primarily on case studies and
past laboratory testing of CCR within a
controlled environment and does not
appear to simulate groundwater flowing
through a CCR unit. As noted in the
proposed decision, neither the approved
Plant Gadsden Closure Plan nor ADEM’s
permit that the commenter referenced in
their response provided any details of
engineering measures that were taken to
address the groundwater that continues
to flow into and out of the unit from the
sides and bottom. In the absence of such
measures, EPA had no basis for
concluding that the standard in
§ 257.102(d)(2) had been met. EPA
generally agrees with the commenter
that PFLT is not the only and best tool
for identifying readily separable liquids.
It is only one of many tools, including
such as cone penetrometers,
piezometers, and monitoring wells, that
can be used to detect readily separable
liquids. Finally, the commenter notes
that its findings are not absolute and
that instead they depend on site
conditions. As with many other issues,
the permits do not show an analysis of
the type described to support a
conclusion that the stability of the cap
is ensured or that measures were taken
to limit the post closure flow of water
into the units from the sides and
bottom.
Comment: Commenter states that EPA
has refused to confront the
consequences of its new interpretations
by effectively removing any option but
to close existing unlined cells by
removal. Commenter states that the
choice to close-in-place, clearly
provided in 40 CFR part 257, is taken
away because there is no practical
design protocol that would allow a final
cover system to address lateral
movement of liquids at depth in an
existing, unlined impoundment.
Commenter asserts this can only be
accomplished by retrofitting the cell,
and that this was pointed out to EPA
leadership in one of the conference calls
where EPA first began to review ADEM
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CCR permits. Commenter states that
EPA had no answers for what
alternative options would be available
for those impoundments closing with
material below the known water table,
and, in the absence of any guidance
from EPA, the possible alternatives to
closure-in-place are limited. Commenter
asserts that retrofitting the cell would
involve dewatering and removing the
waste material and temporarily staging
it while the liner system for the cell is
constructed and that provisions would
have to be made to protect the staged
material from leaching and erosion.
Commenter states that the facility would
have the expense of the construction of
the staging area, handling/moving the
waste mass twice (first to remove the
waste to the staging area, then to replace
it in the newly-lined cell) and of
constructing a liner system within the
newly emptied cell in addition to the
costs of the final cover system, postclosure maintenance, groundwater
monitoring, and, if necessary, corrective
action. Commenter states that EPA’s
own estimates put these costs at $734M
to $7.240B (80 FR 21459, Apr. 17, 2015),
and that it is clear that retrofitting an
existing cell is completely impractical.
Commenter states that the second
alternative would be the permitting and
construction of a new disposal cell on
or near the site. Commenter states this
is certainly a possible option, provided
there is available space for such
construction, but this would involve
siting, permitting, and constructing the
new disposal unit (a process which in
itself often requires five or more years
to complete before the new cell can be
certified complete to begin receiving
wastes) at the facility, and the facility
occupying double the amount of land
for CCR management and double the
cost and regulatory burdens. Commenter
states that this option does not address
the common public concern for the
waste’s proximity to nearby surface
water bodies and it is presumed that
EPA would be opposed to this option
since it also proposes to deny Alabama’s
permitting authority for new CCR
management units.
Commenter maintains this leaves only
one impractical option, the complete
removal and offsite disposal of all
residual material. Commenter states that
other parties at the Public Hearing in
Montgomery on September 20, 2023,
raised the issue that truck transportation
is not a viable transportation option due
to the vast quantities of material to be
moved, and the associated risks of
highway transportation, leaving rail
transport as the remaining option for
most facilities. Commenter states that
there is only one facility which has rail
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access currently permitted to manage
CCR, the Arrowhead Landfill in
Uniontown, Perry County, Alabama,
and this landfill has been the subject of
many environmental justice (EJ)
concerns and a Title VI complaint,
which EPA took 5 years to review and
resolve. Commenter states that it is
simply impractical to assume any other
facility would be chosen for offsite
disposal. Commenter states that the
Arrowhead Landfill is owned by
interests located primarily in New York
and New Jersey, two States with some
of the most stringent environmental
justice requirements in the country.
Commenter states that discussing the
acquisition of the Arrowhead facility,
Co-Founder & CEO William Gay stated,
‘‘Our vision was to capitalize on the
macro trends of declining disposal
capacity and rising transportation and
disposal costs in the Northeast and
create a novel disposal solution for
customers in the region.’’ Commenter
states that EPA and advocacy groups
appear to seek to undermine their stated
goals of protecting underserved and
vulnerable communities from becoming
the dumping ground for the waste
disposal needs in more affluent areas.
Commenters maintains that requiring
the movement and re-disposal of vast
amounts of CCR will only exacerbate
this situation. Commenter asserts that it
appears that the current EPA
administration, and the environmental
advocacy groups supporting this action,
are intent on pushing wholesale CCR
disposal to EJ area landfills, such as in
Perry County, Alabama. Commenter
states that Alabama’s citizens, those
who are the utility rate payers, and
many of whom live in these
underserved and vulnerable
communities, will ultimately pay the
enormous increased cost of this
movement.
Commenter states that EPA remains
unprepared to face the harsh realities of
its new interpretation of requiring redisposal of the hundreds of millions of
tons of CCR that would result from this
new interpretation. Commenter states
that Alabama landfills currently dispose
of approximately 9 million tons per year
of solid waste (municipal solid waste,
industrial, construction/demolition),
and estimated volumes of Alabama CCR
alone amount to 12 to 13 times this
annual volume of other solid waste and
would quickly consume all of the
currently available airspace in all of
Alabama’s currently permitted MSW
landfills, leaving no room for meeting
the routine MSW disposal needs of the
State and its citizens.
Commenter states that ADEM CCR
permit program follows the letter and
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spirit of EPA’s CCR program, which was
based on sound engineering and
technological principles. Commenter
states that EPA’s program as originally
designed, expressly permitted ‘‘closing
in place’’ as a safe approach for
permanently disposing of CCR, and
EPA’s program recognizes that the
alternative to closing in place entails
significant risks through excavating and
transporting millions of tons of material
across populated areas. Commenters
states that it is its understanding that
removing the material would entail a
drawn-out process, requiring many
years to complete and that it would lead
to greatly increased costs which will
negatively impact Alabama consumers.
Commenter states that Alabama’s CCR
permit program reflects the same
options for closure established by EPA
and that ADEM has issued permits to
Alabama Power approving plans to
close its ash ponds using the closure-inplace method. Commenter states that if
closure-in-place is not available, the
only alternative is closure-by-removal,
and Alabama Power estimates the costs
of closure-in-place to be $3.5 billion,
which is estimated to be three to five
times more costly than closure-in place.
Commenter states this is due to, for
example, the associated cost of
excavation, transportation, and disposal
in an offsite landfill compared to the
costs of closure in place.
Commenter states that not only are
the costs associated with closure-byremoval significantly higher and more
burdensome to Alabama citizens, but
the timeframe to complete closure is
also significantly greater. Commenter
states that Alabama Power has already
completed closure-in-place at one of its
plants, with the remainder projected to
be completed by 2032 or earlier.
Commenter states that based on initial
evaluations, closure-by-removal can
take anywhere from 16 years to 54 years,
depending on the plant site, and that
these initial evaluations assumed
landfill sites within a reasonable
proximity to each plant would be
readily available. Commenter states this
has proven not to be the case, which
may further extend the time necessary
to complete closure-by-removal.
Commenter states that it understands
that no party has identified discernible
impacts to any source of drinking water
in Alabama attributable to closure of its
unlined ash ponds. Commenter
maintains that under these
circumstances, closure-in-place appears
to be an appropriate means to protect
the health and safety of the public.
Commenter states that it has grave
concerns regarding the impact to
customers if Alabama Power is required
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to incur significant additional costs
associated with closure by removal costs
that do not appear necessary to
accomplish reasonable environmental
objectives. Commenter urges EPA to
carefully consider these impacts before
issuing a final determination regarding
ADEM’s CCR program because Alabama
ratepayers should not be unduly
burdened by policy changes that are not
absolutely necessary.
Response: The commenter has
misunderstood EPA’s construction of
the regulations. As EPA has repeatedly
stated, whether any particular unit can
meet the closure in-place standards is a
fact and site-specific determination that
will depend on a number of
considerations, such as the
hydrogeology of the site, the engineering
of the unit, and the kinds of engineering
measures implemented at the unit. See
Gavin RTC page 69 and 103 (discussing
closure requirements of Federal CCR
regulations). Accordingly, the fact that
prior to closure the base of a unit
intersects with groundwater does not
mean that the unit may not ultimately
be able to meet the performance
standards for closure with waste in
place. In other words, EPA is not
mandating that a unit submerged in
groundwater prior to closure must
necessarily close by removal. Depending
on the site conditions the facility may
be able to meet the performance
standards in § 257.102(d) by
demonstrating that a combination of
engineering measures and site-specific
circumstances will ensure that, after
closure of the unit has been completed,
the groundwater would no longer
remain in contact with the waste in the
closed unit. Since as early as 1982,
feasible engineering methods have been
available to control, minimize or
eliminate the continuous infiltration of
groundwater or release of contaminants
from surface impoundments. No
commenter claimed that those method
are unavailable to control CCR surface
impoundments. Closure of Hazardous
Waste Surface Impoundments, SW–873,
p 81. Also, potential options that
weren’t mentioned in this comment
include construction of in-situ
impermeable barrier systems, CCR
consolidation within portions of the
unit that are out of the water table or
CCR recycling. But if a facility cannot
meet the performance standards in
§ 257.102(d), the facility must close by
the only other method allowed under
the regulations: closure by removal
under § 257.102(c). See 40 CFR
257.102(a). And if a facility that has
waste in contact with groundwater has
installed only a cover system and taken
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no measures to address the continued
infiltration of groundwater or the
continued releases of leachate to the
groundwater, or the CCR that EPA
estimates could still be saturated—and
would remain so indefinitely—has not
met the performance standards for
closure with waste in place. The lack of
consideration of these factors in the
permit records to support the final
ADEM permits supports EPA’s
determination that Alabama’s CCR
permit program is not as protective as
the Federal CCR regulations.
Concerning alternative waste disposal
options, EPA recognizes that it may be
difficult to find disposal sites but that
does not relieve a facility from
complying with Federal CCR
regulations. Further, the commenters
have not explained why they cannot
address the short-term risks associated
with removal of CCR to an alternative
properly protective landfill. In addition,
as noted in response to other comments,
the Federal CCR regulations
requirements for closure and corrective
action are not premised on identifying
a specific risk before compliance is
required.
C. Miscellaneous Comments
1. EPA Should Update 2017 Guidance
Document
Comment: Commenters state that
EPA’s 2017 Guidance Document is the
only formal written guidance provided
to States on the requirements for
developing and submitting a State CCR
Permit Program to EPA. Commenters
state that Chapter 2 item 1 of the 2017
Guidance Document states that EPA is
using 40 CFR part 239 as a guide for
what a State submission should include:
(a) A transmittal letter, signed by the
State Director, requesting program
approval; (b) A narrative description of
the State permit program; (c) A legal
certification; (d) Copies of all applicable
State statutes, regulations, and
guidance; and (e) A completed part 257
Checklist. The commenter states that
there is no requirement in the 2017
Guidance Document to include Stateissued permits in their CCR permit
program application. For this reason,
the commenters encourage EPA to either
update the 2017 Guidance Document to
include EPA’s new interpretation of
what is required or to review State
permit program applications in
accordance with the 2017 Guidance
Document.
Response: See response to comment
in Unit III.A.3 above explaining why the
scope of the Guidance Document does
not change EPA’s responsibility to
consider all relevant and reasonably
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available information when determining
whether to approve a State CCR permit
program.
2. EPA Should Act on State CCR Permit
Program Applications in a Timely
Manner
Comment: Commenters argue that
EPA must act on State CCR permit
program applications in a timely
manner. Commenters state that the
WIIN Act requires EPA to approve a
State CCR permit program application
meeting the requisite criteria within 180
days of submission. Commenters state
that EPA did not act in a timely manner
and did not propose to deny ADEM’s
application for more than 18 months
after submission. Commenter maintain
that as more States submit CCR permit
program applications, it is critical that
EPA act on such applications within the
statutory timeframe. Commenters state
that Congress intended for States to be
able to operate EPA-approved CCR
permit programs in lieu of Federal
regulation and that EPA’s failure to act
on State applications frustrates
congressional intent and undermines
the principle of cooperative federalism
that underlies RCRA.
Commenters state that EPA cannot
delay acting on State CCR permit
program applications by indefinitely
delaying a completeness determination,
or by conflating substantive review with
the completeness determination.
Commenters state that in this case, EPA
received a final, complete application
on December 29, 2021, and should have
acted within 180 days of that
submission. Commenters state that upon
receipt of a complete application, the
Agency should promptly issue an
official completeness determination,
triggering the 180-day timeline.
Commenters state that in the three prior
CCR permit program decisions, EPA
issued a formal letter to applicants
notifying them that their application
was complete. Commenters state that
EPA did not do so for ADEM and,
instead, first noted that the application
was deemed complete in a legal filing
five months after EPA allegedly made
the completeness determination.
Commenters state that under RCRA
section 4005(d)(1)(B), EPA must
approve a State permit program, within
180 days after a State submits an
application to the Administrator for
approval, if the Administrator
determines that the State program meets
certain statutory requirements and
public notice and opportunity to
comment is provided prior to approval.
Commenters state that EPA did not
follow this timeline for Alabama’s State
CCR permit application. Commenters
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state that on December 29, 2021, ADEM
submitted its revised State permit
program application to EPA Region 4 for
approval, on July 7, 2022, EPA put
ADEM’s application on hold, claiming
that it had not demonstrated that it was
implementing the program consistent
with the Federal CCR regulations, and
on Apr. 3, 2023, the State of Alabama
and ADEM filed a complaint in the U.S.
District Court for the District of
Columbia seeking to compel EPA to
determine whether its permitting
program met the statutory standards.
Commenters state that EPA issued the
preliminary denial of ADEM’s CCR
permit program 593 days after receiving
the revised application. Commenters
maintain that EPA’s slow pace of review
will impact other States who are
currently seeking or plan on seeking
approval of their own State CCR permit
programs.
Commenters argue that EPA’s delay is
particularly concerning in light of the
Agency’s basis for denial. Commenters
maintain a State’s implementation of
their CCR permit program is beyond the
scope of EPA’s initial review of the
program and is appropriately left for
EPA’s program review, which
specifically addresses implementation
of the State’s approved program.
According to commenters EPA delayed
acting on Alabama’s application and
now is proposing to deny the
application based not on the text of
Alabama’s regulations but on Alabama’s
issuance of permits pursuant to those
regulations. Commenters maintain that
such a posture sets EPA up to effectively
delay acting on a complete application
until the Agency can evaluate how the
State implemented its regulations, i.e.,
by waiting until the State issues a CCR
permit. Commenters argue that EPA
cannot withhold a completeness
determination or a final decision to
evaluate a State’s implementation of
their regulations.
Commenters further argue that basing
a CCR permit program decision on
implementation may disincentivize
States from implementing their own
CCR program as the WIIN Act intended.
Commenters maintain that States
seeking approval of a CCR permit
program may wish to begin developing
and issuing CCR permits while EPA
reviews their application, particularly if
EPA’s review process is prolonged.
Commenters argue that a CCR permit
program denial based on permits issued
and differences of professional
judgment on highly detailed technical
matters rather than the clear text of the
regulations may cause States to delay
implementing their program until
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receiving a decision from EPA, which,
as evidenced here, may take years.
Commenters state that they are
concerned about the slow pace of this
review. Commenters note that EPA has
completed its review and approval of
only three State permit programs and
that several more States have submitted
applications for WIIN Act approval or
have been working with EPA to do so.
Commenters encourage EPA to review
and act on State applications in a timely
and efficient manner, and in accordance
with the WIIN Act, so that the benefits
of such programs (e.g., removal of dual
and potentially inconsistent regulatory
regimes and addition of regulatory
certainty) can be realized as soon as
possible.
Response: The WIIN Act provides that
the Administrator must make a final
determination, after providing for public
notice and an opportunity for public
comment, within 180 days of
determining that the State has submitted
a complete application consistent with
RCRA section 4005(d)(1)(A). See U.S.
Environmental Protection Agency;
Guidance Document (providing that the
180-day deadline does not start until
EPA determines the application is
complete). In the case of Alabama, On
February 1, 2023, EPA responded to
ADEM’s Notice of Intent to Sue letter
and informed the State that the 180-day
timeframe does not start until EPA
determines that a State’s Application is
administratively complete and that, in
this case, EPA did not start the clock
because EPA’s concerns with ADEM’s
interpretation of the minimum
requirements of the Federal CCR
regulations had yet to be resolved and
EPA was providing an opportunity for
ADEM to submit further Application
information. EPA further stated that the
Agency could evaluate the State’s
program on the current record if ADEM
decided not to supplement its
Application with an explanation of how
the State’s interpretation of its
regulations is at least as protective as
the Federal CCR regulations, but EPA
expressed concern that the current
record would not support a proposal to
approve the State’s partial CCR permit
program. On February 17, 2023, ADEM
responded to EPA that it did not intend
to supplement the record and that EPA
should evaluate its program
accordingly. EPA thereafter continued
to review the Application based on the
information submitted to date.
EPA also disagrees that the potential
that States will delay implementing
State programs means that EPA should
ignore what appear to be industry wide
issues with implementing the closure
standards for unlined surface
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impoundments, groundwater
monitoring networks, and corrective
action. Despite commenters assertions
to the contrary, once EPA approves a
State program the State permits apply in
lieu of direct application of the Federal
CCR regulations. Further, State permits
do not only list provisions of the State
CCR permit program as several
commenters imply. Instead, the permits
also apply those regulatory provisions
and explain what exactly a facility has
to do to comply with the relevant
provision and the permits provide a
shield that says as long as the facility
meets the provisions of the permit then
the facility is in compliance with the
both the State and Federal standards.
Thus, a permit from an approved State
that allows compliance with
requirements less protective than the
Federal standards with respect to
closure, groundwater monitoring, and
corrective action will protect a facility
from having to comply with the
minimum level of protection.
Finally, EPA recognizes concerns of
commenters about the pace of approval
of State programs, but EPA must act
consistent with the statutory mandate
when evaluating State program
applications. For this reason, EPA
intends to continue to consider State
permits as part of initial and periodic
program reviews and the Agency is
currently working with States to ensure
their programs are approvable before
EPA makes a completeness
determination.
3. Considerations Regarding Qualified
Professional Engineers
Comment: Commenters state that EPA
has not identified any clear
inconsistencies with the Federal CCR
regulations and instead that all of EPA’s
assertions concern the State’s technical
judgment that the groundwater systems
and measures put in place at each site
meet the relevant regulatory
performance standard. Commenters
assert EPA must defer to this judgment.
Commenters state that the Federal CCR
regulations establish general
performance standards for both the
design of the groundwater monitoring
system and any required corrective
action when groundwater
contamination above certain levels is
identified and that when issuing the
Federal regulations in 2015, that EPA
specifically developed a groundwater
monitoring program that ‘‘is flexible and
allows facilities to design a system that
accounts for site specific conditions.’’
80 FR 21398. Commenters state that the
rule’s groundwater corrective action
provisions set forth numerous factors
that must be considered when
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developing a corrective action remedy,
allowing facilities to take into account
site specific conditions when
determining the best approach for
remediating groundwater. Id. at 80 FR
21406–21407.
Commenters maintain that under the
self-implementing rule, P.E.s and
facility personnel most familiar with the
site are responsible for ensuring
compliance with the rule’s groundwater
monitoring and corrective action
performance standard. Under a State
CCR program, the State agency fills this
role. See 83 FR 36435, 36447 (July 30,
2018). Commenters state that ADEM has
reviewed the plans and that EPA calls
into question the technical judgement of
ADEM staff. Commenters maintain that
second-guessing of ADEM’s expertise in
implementing its State CCR permit
program is both inappropriate and
inconsistent with the WIIN Act’s
directive that States serve as the primary
mechanism for implementing the
Federal CCR regulations.
Response: EPA does not agree that
Agency is prohibited from evaluating
decisions made by ADEM in permits
issued prior to program approval. EPA
also disagrees that the fact that ADEM
employs qualified professional
engineers (P.E.s) means that EPA cannot
find that an issued permit fails to
require compliance with applicable
requirements of subpart D. The
commenters are also incorrect that EPA
should defer to the P.E.s at ADEM
regarding whether proposed compliance
approaches in the permit applications
achieve compliance with subpart D,
because even if ADEM staff are more
familiar with the facilities, that does not
render EPA incapable of an independent
evaluation of the permit and supporting
record.
While it is true that the WIIN Act
provides that compliance with a permit
issued by an approved State program (or
by EPA in a Federal permit program)
serves as compliance with subpart D,
there is no such provision for State
programs which have not been
approved by EPA to operate in lieu of
the Federal program under section
6945(d)(1). Prior to approval of a State
program, the State agency is not the
primary authority to implement subpart
D, and CCR units in that State are
required to comply with all applicable
provisions of subpart D. In the Proposed
Denial, EPA identified numerous
examples of permit terms that failed to
require compliance with subpart D, in
numerous CCR permits issued by
ADEM.
EPA agrees that the preamble to the
2015 CCR regulations discusses
flexibilities to allow facilities to take
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48815
into account site-specific conditions
when developing groundwater
monitoring and corrective action
compliance strategies. However, the
commenters err when they imply
flexibility means that the discretion to
consider site specific conditions when
establishing groundwater monitoring
(§§ 257.90 through 257.95) and
corrective action (§ 257.97(b)) plans
means that those plans once established
and ‘‘stamped’’ by a P.E. become
immune to evaluation, or that such
plans inherently comply with the
standards set forth in the regulations.
The performance standards are
requirements that must be met at any
CCR unit, regardless of site-specific
circumstances, and if EPA has concerns
with compliance, RCRA authorizes it to
take action to ensure compliance. EPA
cannot ignore a permit’s failure to
require compliance with performance
standards simply because it was
reviewed or written by a P.E. The 2015
CCR Rule preamble made this intent
clear, in response to commenters
concerned that the proposed regulations
would rely too heavily upon the
judgment of P.E. to determine whether
performance standards were achieved.
See 80 FR 21335, April 17, 2015.
The final rule relies on multiple
mechanisms to ensure that the regulated
community properly implements
requirements in this rule. As one part of
this multi-mechanism approach, owners
or operators must obtain certifications
by qualified individuals verifying that
the technical provisions of the rule have
been properly applied and met.
However, regardless of certification, the
performance standards that the rules lay
out must be met. These standards
impose specific technical requirements.
The certifications required by the rule
supplement these technical
requirements, and while they are
important, they are not the sole
mechanism ensuring regulatory
compliance. 80 FR 21335, April 17,
2015. The commenters cite to no RCRA
or other authority to support the
contention that the findings of a P.E. are
binding. See also Gavin Final Decision
pages 91–93.
Comment: Commenters state that in
the Proposed Denial EPA makes only
one reference to P.E.s, and then only for
the purpose of noting that ADEM was
not seeking approval for the provision
allowing States to issue certifications in
lieu of requiring a P.E. certification.
Commenters maintain that, as a result,
under the Alabama program and the
Federal program, P.E.s are responsible
for certifying compliance with the
relevant standards for closure,
groundwater monitoring and corrective
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action. Commenters maintain that the
Proposed Denial fails to address the role
of the P.E. in certifying compliance and
that EPA makes zero reference to such
certifications.
Commenters state that EPA’s own
regulations underscore the importance
of the P.E. role in certifying compliance,
based on their specialized training and
technical knowledge. Commenters state
that in the 2015 CCR Rule, EPA
explained ‘‘that [P.E.s], whether
independent or employees of a facility,
being professionals, will uphold the
integrity of their profession and only
certify documents that meet the
prescribed regulatory requirements; and
that the integrity of both the
professional engineer and the
professional oversight boards licensing
professional engineers are sufficient to
prevent any abuses.’’ Commenters state
that EPA justified reliance on P.E.
certifications and that the Agency stated
that it ‘‘re-evaluated the performance
standards throughout the final [2015]
rule to ensure that the requirements are
sufficiently objective and technically
precise that a qualified professional
engineer will be able to certify that they
have been met.’’
Commenters maintain that EPA
cannot simply dismiss this regulatory
approach in favor of EPA using its own
unilateral judgment as to whether P.E.certified compliance documents in fact
meet the regulatory performance
standards. Commenters further argue
that EPA certainly cannot fault ADEM
for accepting such certifications,
especially when ADEM is not seeking
approval to displace the P.E. role.
Commenters state that the
opportunity for an approved State to
take on the P.E. role arises out of EPA’s
Phase One, Part One rule (83 FR 36435,
July 30, 2018), which EPA adopted, at
least in part, to implement the WIIN
Act. In that rule, EPA explained that the
original 2015 rule ‘‘required numerous
technical demonstrations made by the
owner or operator be certified by a [P.E.]
in order to provide verification of the
facility’s technical judgments and to
otherwise ensure that the provisions of
the rule were properly applied.’’ EPA
went on to note that ‘‘the availability of
meaningful third-party verification
provided critical support that the rule
would achieve the statutory standard, as
it would provide a degree of control
over a facility’s discretion in
implementing the rule.’’ Commenters
assert that EPA then explained that the
situation had changed with the passage
of the WIIN Act, which provided the
opportunity for State oversight under an
approved permit program, and that EPA
added the provision allowing States to
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seek approval to certify that the
regulatory criteria have been met in lieu
of the exclusive reliance on a P.E.
Commenters maintain that, in so doing,
EPA noted that States retained
discretion to choose whether to provide
their own certifications, or alternatively,
to continue to rely solely on
certifications from P.E.s (i.e., the status
quo based on current regulations).
Commenters maintain that ADEM’s
regulations include provisions that
mirror EPA’s as to the role of the P.E.
in certifying compliance with the rule’s
technical requirements, consistent with
both the original 2015 and currently
applicable Federal rules.
Commenters further states that EPA
claims that during its review of ADEM’s
application, the Agency ‘‘identified a
consistent pattern of ADEM approving
documents submitted by the facilities,
such as closure plans, groundwater
monitoring plans, and assessments of
corrective measures, even though the
submissions lacked critical information
or are otherwise deficient.’’ Commenters
state that noticeably absent from EPA’s
position is any reference to the P.E.
certifications associated with each and
every one of those documents, the P.E.’s
professional obligation to ‘‘only certify
documents that meet the prescribed
regulatory requirements,’’ or the role
that EPA defined for P.E.s to ‘‘provide
verification of the facility’s technical
judgments and to otherwise ensure that
the provisions of the rule were properly
applied.’’ Commenters argue that EPA
cannot lawfully overlook, ignore, or
reject certifications from P.E.s that EPA
itself has prescribed for purposes of
regulatory compliance.
Commenters further argue that if EPA
has concerns, based on its new
interpretations, with how P.E.s are
reviewing and certifying closure plans,
groundwater monitoring networks or
corrective action documents in any
particular State or for any particular
facility or unit, then EPA must first
provide additional direction to States,
the regulated community, and
engineering community on what is
expected or required. Commenters state
that this is especially important in the
context of EPA’s new interpretations of
the closure in place performance
standards because EPA has not provided
clear technical direction or guidance on
the ‘‘engineering measures’’ that EPA
believes must be implemented to
address groundwater.
Commenters conclude that EPA must
at a minimum recognize the critical role
that EPA devised for P.E.s in the Federal
CCR regulations and the importance of
clear technical direction and guidance
on meeting the regulatory performance
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standards so that P.E.s can properly
certify compliance with those standards.
Commenters state that asserting
concerns with P.E.-certified plans here
without proper direction or any
reference to the P.E. role is misplaced,
especially in the context of a State
permit program submittal.
Response: EPA acknowledges that
P.E.s play a role under the CCR
regulations and that the regulations are
self-implementing. EPA also agrees that
the Agency did not address the role of
the P.E. in certifying compliance in the
Proposed Denial, but the Agency
disagrees that there was a need to
mention P.E. certifications in the
Proposed Denial. P.E.s are not regulators
and do not substitute for the oversight
provided by a State or Federal
government agency inherent in its
implementation of a regulatory program
on behalf of the public. Further, EPA
did not base its denial on the role of
P.E.s so there was no need to evaluate
the certifications to determine whether
the permits are in compliance with the
Federal CCR regulations. The EPA has
the expertise necessary to
independently evaluate compliance
with the Federal CCR regulations.
The commenter cites provisions in a
2018 Phase One Part One rulemaking
(83 FR 36435, July 30, 2018), which was
involved in litigation that was resolved
through a voluntary remand. (See
Waterkeeper Alliance Inc. v. EPA, No.
18–1289 (D.C. Cir. 2019) However, even
if the provisions were still legally valid,
the commenter misconstrues the intent
of the cited provisions of that
rulemaking. Those provisions were
intended to provide a State an approach
that did not require P.E. certifications
because, since the State would be
issuing permits, it would be evaluating
all the strategies and plans in the
compliance documents through its
permitting process. However, a P.E.
certification cannot replace review and
approval or denial by a permitting
authority. The preamble in the 2010
proposed CCR regulations clearly
distinguishes P.E.s from regulators. That
preamble at 75 FR 35194 stated that
EPA recognized that relying upon third
party certifications is not the same as
relying upon the state regulatory
authority and would most likely not
provide the same level of
‘‘independence.’’
EPA does not agree with the
commenters’ assertion that EPA cannot
lawfully overlook, ignore, or reject
certifications from P.E.s that EPA itself
has prescribed. EPA’s incorporation of
certifications by P.E.s into the CCR
regulations for specified requirements
did not create a shield against
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noncompliance determinations for
regulated facilities if they comply with
the P.E. requirement but still fail to
comply with the performance standards.
Instead, the regulations allow regulatory
authorities to review P.E. certifications
and performance standards may be
enforced regardless of P.E. certifications.
In any case, the commenters have not
explained how, legally, EPA could
through regulations shield facilities
from noncompliance if they obtain a
certification from a P.E., thereby
prejudging compliance for all facilities
based on an evaluation by contractors
hired by a regulated facility.
If performance standards cannot be
enforced if a facility obtains a P.E.
certification, there would be no reason
to require posting on a publicly
accessible website of the majority of
compliance data which underly the
certifications. Public posting of this
information is required. In the preamble
to the 2015 regulations, EPA stated that
making this information available to
other parties (e.g., State agencies and
citizens) was another mechanism to
ensure technical performance standards
established in the regulations would be
achieved. ‘‘EPA has developed a
number of provisions designed to
facilitate citizens to enforce the rule
pursuant to RCRA section 7002. Chief
among these provisions is the
requirement to publicly post monitoring
data, along with critical documentation
of facility operations, so that the public
will have access to the information to
monitor activities at CCR disposal
facilities.’’ 80 FR 21335, April 17, 2015.
This is also consistent with
requirements in the Part A Rule to
submit in the Demonstration documents
other than P.E. certifications to
demonstrate compliance, even for
performance standards for which a P.E.
certification is required (e.g., design of
a groundwater monitoring system). 40
CFR 257.103(f)(1)(iv)(A).
The commenters also state that any
concerns with P.E. certifications in any
particular State or for any particular
facility or unit must first be addressed
by issuing additional direction to States,
the regulated community, and
engineering community on what is
required. Commenters do not provide
any regulatory or statutory support for
their assertion. See also Gavin Final
Decision pages 91–93.
Comment: Commenters state that the
2015 CCR Rule was promulgated by
EPA as self-implementing consistent
with RCRA’s statutory framework at that
time, meaning that the standards and
criteria were to be implemented without
interaction with regulatory officials. See
80 FR 21302, 21330, April 17, 2015.
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Commenters further state that the
regulations set forth standards that are
‘‘sufficiently objective and technically
precise’’ so that regulated parties and
their P.E.s can implement the standards.
See id. at 80 FR 21335. Commenters
state that EPA used terminology and
standards that had been applied in longstanding solid and hazardous waste
programs established under RCRA.
Commenters state that TVA followed
the CCR regulations requirements as
evidenced in part by the P.E.
certifications posted on TVA’s CCR Rule
Compliance Data and Information
website.27 Commenters assert that the
P.E.s are experts with experience in
long-established practices for closing
waste units and groundwater
remediation that have been deemed
protective over the course of RCRA’s
history, and that TVA has relied on
third-party professional engineers with
extensive site knowledge and on sitespecific scientific data, analysis, and
professional judgment to support its
CCR Rule P.E. certifications and permit
application to ADEM and to ensure that
its plans and designs are protective of
human health and the environment.
Commenters state that with the
oversight of ADEM’s permitting
program, this has added the expertise of
regulatory professionals with experience
implementing RCRA permit programs in
Alabama. Commenters further state that
ADEM has actively engaged in
providing oversight of Ash Disposal
Area 4 investigations by providing
detailed technical review of TVA’s
characterization of the site to
independently verify the effectiveness
of potential remedies. Commenters
believe that working with ADEM will
result in the most appropriate approach
for the community and the State.
Response: EPA acknowledges that
P.E.s have experience with longestablished waste management practices
over the course of RCRA’s history and
that ADEM can bring additional
expertise to evaluation of CCR facilities.
None of this takes away from EPA’s own
authority to evaluate CCR permits and
State permit programs, and, even if
ADEM’s analysis was detailed and
technical, the level of effort itself does
not ensure that a permit is in
compliance with Federal CCR
regulations. See also Gavin Final
Decision pages 91–93.
In addition, EPA’s analysis and
review of particular compliance
documents approved in permits, in
order to assess the protectiveness of the
27 https://www.tva.com/environment/
environmental-stewardship/coal-combustionresiduals.
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48817
permitting program, was not directed
toward any particular person who may
have been involved in development of
a permit, but instead to determine
whether the Alabama CCR permit
program ensures that each CCR unit
complies with the minimum level of
control. To do this, EPA analyzed and
reviewed the site-specific facts and
information included in the permit
record, the requirements of subpart D
and the Federal CCR regulations, and
other relevant publicly available
information EPA found during review of
the permits. EPA disagrees that this
approach is inappropriate or illegal and
the comments did not provide any
statutory or regulatory support that
would prevent EPA from conducting
such an analysis. Further, despite
comments to the contrary, EPA cannot
approve a State program when the
Agency concludes the program is not as
protective as the Federal program, per
the requirements of RCRA section
4005(d).
4. EPA Should Provide Partial Approval
for Alabama’s CCR Permit Program
Comment: Commenters state that
throughout the Proposed Denial EPA
refers to the fact that Alabama is seeking
partial not full program approval.
Commenters maintain that states are
forced to seek partial, instead of full,
program approval because EPA has not
determined: (1) Requirements for legacy
CCR surface impoundments, to replace
the vacated regulation 40 CFR 257.50(e);
(2) Requirements for vegetative cover for
slope stability, to replace the vacated
regulations 40 CFR 257.73(a)(4) and
(d)(l)(iv), 257.74(a)(4) and (d)(l)(iv); (3)
Requirements for suspending
groundwater monitoring, to replace the
vacated regulation 40 CFR 257.90(g),
and; (4) Requirements for treatment
standards for constituents in Appendix
IV having no maximum contaminant
levels (MCLs), for which States must
wait for EPA to act on the vacated
regulation 40 CFR 257.95(h)(2).
Commenter recommends EPA revise the
language stating that Alabama is seeking
partial, not full, program approval and
make a statement clarifying that, at this
time, no State can request full program
approval because EPA has not acted on
the above listed regulations.
Response: Alabama is in fact seeking
approval of a partial State CCR permit
program. The Agency will allow States
to update their programs as additional
requirements are promulgated.
5. Other Miscellaneous Comments
Opposed to the Proposed Denial
Comment: Commenters cite
comments on the January 2022
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proposed CCR Part A demonstration
decisions asserting that EPA’s positions
on the closure performance standards
are inconsistent with the plain text of
the Federal CCR regulations.
Commenters maintain that the CCR
regulations does not require facilities to
address contact between CCR and
groundwater as part of the closure
performance standards under 40 CFR
257.102(d). Commenters further
maintain that the CCR regulations
requires ‘‘[f]ree liquids [to] be
eliminated by removing liquid wastes or
solidifying the remaining wastes and
waste residues.’’ Commenters further
argue that the Federal CCR regulations
provides a specific technical definition
of ‘‘free liquids,’’ which does not
include ‘‘groundwater’’ (a separately
defined technical term).
Commenters assert that EPA’s
positions on the closure requirements at
40 CFR 257.102(d) were first put forth
in site-specific determinations issued in
January 2022. Commenters state that in
the proposed Part A decisions EPA
established new positions on ‘‘free
liquids’’ and ‘‘infiltration’’ that the
commenter asserts are inconsistent with
the plain text of the CCR regulations and
retroactively broaden the scope of the
CCR regulations without proper notice
and comment. Commenter state that
EPA’s January 2022 decisions, and the
new positions contained therein, were
challenged in Electric Energy v. EPA I,
and the litigation remains ongoing. The
commenter further asserts that the
Gavin Denial—which was based in part
on EPA’s new positions—is also subject
to legal challenge. Commenters state
that EPA references the Gavin Denial
several times in the Proposed
Decision—without a single reference to
the pending litigation—in support of the
Agency’s position that a CCR unit
cannot be closed with CCR in contact
with groundwater.
Response: As commenters note, EPA
cited the pending litigation in the
Proposed Denial. To the extent the
comments imply the need to cite to or
discuss the litigation more, the Agency
disagrees.
6. Other Miscellaneous Comments in
Support of the Proposed Denial
Comment: Commenter states that
ADEM has already violated the Federal
CCR regulations by issuing permits to
CCR facilities that simply cap in place
the CCR disposals in existing unlined
ponds and lagoons. Commenter states
that, in many locations and scenarios,
these CCR storage facilities also violate
the Clean Water Act and that the risk of
groundwater contamination is very
real—not a hypothetical. Commenter
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notes the following: in 2019, Alabama
Power was fined $250,000 by ADEM for
CCR disposal violations in the Gadsden
area. Groundwater tests around the
Plant Gadsden CCR pond near the Coosa
River revealed ‘‘elevated levels of
arsenic at two locations and one
incidence of elevated radium.’’ The
previous year, ADEM fined Alabama
Power $1 million ($250,000 per
location) for groundwater contamination
at five of its facilities due to CCR pond
leakage. PowerSouth, another Alabama
utility, was fined $250,000 for CCR
pond leakage at its Charles R. Lowman
Power Plant in Leroy, Alabama.
Response: EPA agrees that Alabama’s
CCR permits are not as protective as the
Federal CCR regulations and the Agency
is taking final action to deny Alabama’s
CCR permit program application.
Comments on compliance with Clean
Water Act (CWA) requirements are out
of scope and are not further addressed.
D. Out of Scope Comments
1. Comments on Additional ADEM CCR
Permits
Comment: Commenters state that, at
Plant Barry, ADEM has authorized a cap
in place closure that will leave millions
of tons of CCR saturated in water in an
unlined pit on the banks of the Mobile
River, and that will waste untold
millions of dollars on a harmful and
unlawful cap in place closure.
Commenters state that, according to
EPA’s estimates, of the 21.7 million tons
of CCR in the Plant Barry impoundment,
over 8 million tons of CCR are currently
saturated in water while Alabama Power
has begun implementing its cap in place
closure, and over 5 million tons will be
saturated in water when capping is
complete. Commenters maintain that
Alabama Power admits that it has begun
implementing its cap in place closure
with over 8 million tons of CCR
saturated in water and admits that it
will leave almost 1.1 million tons of
CCR saturated in water. Commenters
state that Alabama Power describes this
huge amount of saturated CCR as ‘‘less
than 5% of the total volume,’’ but that
attempt to minimize the problem merely
highlights the massive total amount of
CCR in the Plant Barry impoundment:
five percent of 21.7 million tons is
approximately 1.1 million tons. A more
relevant comparison is that this amount
of saturated ash is approximately the
same as all the CCR contained in the
Plant Gadsden unlined CCR
impoundment. Commenters note that
over 1 million tons of water-saturated
CCR is a very serious environmental
problem and a blatant violation of the
CCR regulations performance standards.
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Commenters state that the true amount
of saturated ash post-closure is much
more.
Commenters state that ADEM’s failure
to prevent this result further
demonstrates the inadequacy of its
permitting program. Commenter states
that ADEM initially shared some of
these same concerns. Specifically,
commenters state that the ADEM
criticized Alabama Power’s Corrective
Measures Assessments, stating that they
‘‘do not meet the level of detail required
in the regulations.’’ ADEM further stated
that, under Alabama Power’s plans,
‘‘source control will not be achieved for
an average of 10 years and that no other
mechanism is proposed to reduce the
potential for further releases to the
‘maximum extent feasible.’ ’’ Indeed,
even Alabama Power admits the
uncertainty of achieving GWPS, stating
in its plan, ‘‘[t]ime for [monitored
natural attenuation] to achieve GWPS is
currently unknown and would require
additional studies.’’ Commenters state
that ADEM still approved the plan
notwithstanding Alabama Power’s
stated uncertainty about the efficacy of
its closure plan. Commenters state that
this abrupt about face confirms ADEM’s
inability to stand up to utilities and
enforce the CCR Rule’s requirements.
Commenters also discussed final CCR
permits for Alabama Power’s Plants
Gaston and Miller and PowerSouth’s
Plant Lowman. Commenters state that
combined, these facilities house
approximately 48 million cubic yards of
CCR. The Plant Gaston 270-acre ash
pond contains almost 25 million cubic
yards of CCR on the banks of the Coosa
River, and its smaller gypsum pond
contains 500,000 cubic yards of ash.
Attachment 1 at 3–4.28 The Plant Miller
ash pond was constructed by damming
tributaries that flowed into the Locust
Fork of the Black Warrior River, and it
contains approximately 19.5 million
cubic yards of CCR. Id. at 5. The Plant
Lowman ash pond complex is located
along a significant bend in the
Tombigbee River and is surrounded by
wetlands. Commenters state that the
three ponds at Plant Lowman contain
approximately 2.5 million cubic yards
of CCR, and that there is ongoing
groundwater contamination at each of
these facilities, as confirmed by ADEM
Administrative Orders issued to each
facility in 2018 for MCL exceedances.
Commenters state that groundwater
monitoring at the Plant Gaston ash pond
found MCL exceedances for arsenic,
lead, and combined radium. In addition,
recent groundwater monitoring reports
28 Comment from the Southern Environmental
Law Center EPA–HQ–OLEM–2022–0903–0260.
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have also shown significant
groundwater contamination. For
example, Alabama Power’s 2019
Groundwater Monitoring Report for
Plant Miller reported ‘‘statistically
significant changes to groundwater
quality by ash-related parameters,
including: Arsenic, Boron, Calcium,
Chloride, Cobalt, Fluoride, Lithium,
Sulfate, TDS and pH in wells located
downgradient of the ash pond.’’
Attachment 1 at 6. Commenters
maintain that the utilities’ own data on
ash pond depth and groundwater depth
show that the ash is saturated in
groundwater. At Plant Gaston, more
than 30 feet of saturated CCR exist in
some areas of the ash pond. Id. at 4. At
Plant Miller, 75 to 80 feet of CCR will
be left below the current groundwater
table in some portions of the
impounded ash pond after closure. Id. at
6. And at Plant Lowman, ‘‘the closure
plan is estimated to leave 4 to 9-feet of
CCR waste submerged in groundwater.’’
Id. at 2. Commenters assert that, despite
the documented saturated ash and
groundwater contamination at each of
these sites, ADEM’s final permits
authorize Alabama Power and
PowerSouth to close the ash ponds in
place, leaving ash permanently
saturated in the groundwater.
Commenters note that ADEM’s permits
for each of these facilities allow CCR to
continue contaminating groundwater in
the future due to their failure to prevent
post-closure groundwater flow through
the ash. Commenters state that ADEM’s
failure to ensure compliance with the
CCR Rule’s performance standards for
these permits further demonstrates the
inadequacy of its permitting program.
Response: EPA did not evaluate the
permits for Plant Barry, Plant Gaston,
Plant Miller or Plant Lowman for the
Proposed Denial or this final action,
therefore, these comments are out of
scope and are not further addressed. See
page 55224 for a discussion of why EPA
began its review of permits with Plants
Greene County, Gadsden, Gorgas, and
Colbert. EPA did not focus on Plant
Barry due to ongoing enforcement
activities. EPA’s review of the four
permits mentioned above identified
systemic problems with groundwater
monitoring, closure and corrective
action and there was no need to review
additional permits.
Comment: A commenter submitted
comments on Plant Barry stating that
science experiments being proposed by
Alabama Power and the idea of leaving
the CCR in place at the Barry site in
Bucks, AL, are dangerous, if not also
criminal. Commenter states that removal
of the dangerous heavy metal laden CCR
and proper disposal away from sea
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level, away from hurricane paths and
away from one of the most important
estuary systems in North America is the
only long term, safe solution guaranteed
to last for centuries. The idea that
Alabama Power can leave the CCR in
place and be free of any liability after
only 30 years is unconscionable.
Commenter states that the dangers of
CCR are going largely un-noticed by the
general public in south Alabama and the
commenter questions whether it is
because the news media, Alabama
Power, local and State politicians and
environmental agencies all complicit in
allowing this dangerous experiment to
be approved. Commenter states that
attempts to dewater and cap in-place the
over 20 million tons of CCR can never
ensure that the toxic heavy metals won’t
continue leaching out the bottom of the
unlined surface impoundment or be
spilled into the river.
Commenter states that the aquifer
systems in the delta, the strength of the
systems and subsurface architecture of
the aquifer systems can never be fully
understood. Commenter states they have
degrees in geology and engineering, and
after 30 years working as a reservoir
engineer for a major, multinational
energy company, the commenter states
that they are sure that Alabama Power
cannot competently incorporate all of
the unknowns into their models.
Commenter states that anyone who tells
you they understand the aquifer systems
under the Mobile-Tensaw delta, under
the Barry site, are making absolute
untenable conclusions and false
assumptions in a mitigation plan. In
addition to aquifer pressure, there are
extreme unknowns that they cannot
fully and competently incorporate into
their models. Note the lack of control
points or well locations and cross
section line on the Hydrogeologic map
relative to the Barry Plant unlined
surface impoundment. Commenter
states that if the CCR is left in place, it
is eminent that the toxic pollutants will
continue to destroy people’s health and
way of life on the Alabama Gulf Coast.
Commenter states that the only longterm safe solution is for the CCR to be
removed from the unlined surface
impoundment.
Commenter states that Plant Barry is
a coal and natural gas electric power
generation facility in Bucks, Mobile
County, Alabama, and, that the plant
has been in operation since 1954 and at
600+ acres, has one of the largest
unlined CCR surface impoundments in
the Southeastern United States.
Commenter states that the CCR surface
impoundment is located on the eastern
edge of the Mobile River and is
separated from the river by a fragile 30
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48819
to 50’ wide dam that extends roughly 2
miles along the river’s edge in the
middle of the delta.
Commenter states that in 2021 the
volume of CCR at the Barry site is
estimated to be in the range of 20 to 25
million tons. Commenter states that
contamination can leach out of the
bottom of the unlined surface
impoundment into the river and aquifer
systems, and that once these deadly
carcinogens are released into the aquifer
and river delta, they can never be
remediated, and they will cause
destruction to the environment while
creating poor health condition for the
Alabama Gulf Coast area.
Commenter states that Alabama
Power is proposing a cap in-place
solution to contain the CCR as opposed
to moving the ash to a safe, final storage
location. The concerns that EPA should
all have regarding this proposed
solution are multiple; a hurricane could
still cause a breach in the dam allowing
the CCR to enter the river and delta,
there is no guarantee that leaching out
of the carcinogens into the subsurface
and ground water systems would not
continue, the plastic capping system has
not been proven to last but for a few
decades, not for centuries, etc.
Commenter maintains that Alabama
Power’s estimates of the number of
trucks and the years required to remove
the ash from the Barry plant exceed the
time limits required by law. Commenter
states that the estimates are not
consistent with the observed data from
other companies in other States who are
removing the ash from locations next to
major rivers. Commenter acknowledges
that physically moving over 20 million
tons of CCR to a safe, long term,
properly lined dry storage facility is no
small issue, but other utility companies
in other States are doing it. Commenter
states that a more detailed solution and
data are needed to explore and quantify
the myriad of alternatives that exist to
safely remove and relocate the 20 plus
million tons of CCR from the Barry
Plant, and that it must be secured in a
lined, dry storage facility that is above
sea level, away from hurricanes and
river systems or into a salt dome that is
beneath the water aquifer and river
systems, securely underground.
Commenter further states that the
mammoth cost to the tourism industry
and the environment that would occur
with a significant spill from the Barry
plant far exceeds the cost of removal
estimated at $3.3 billion. A catastrophic
event like the ones that have occurred
in other parts of the U.S. could
devastate the tourism business and way
of life on the Gulf Coast. Spill examples
include the Kingston, TN, spill in 2008
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(‘‘Kingston CCR spill workers treated as
‘expendables,’ lawsuit by sick and dying
contends’’ (knoxnews.com)), the 2011
spill in Lake Michigan, and the 2014
spill in North Carolina.
Response: EPA did not address Plant
Barry in the Proposed Denial, therefore,
the comments are out of scope and not
further addressed.
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2. Comments on CCR Permits for
Unlined Surface Impoundments in
Other States
Comment: One commenter identified
five Illinois facilities that have closed
federally regulated units with waste in
place, and the commenter examined
State permits and groundwater
documentation posted to State and
Federal CCR compliance websites and
found significant violations of the CCR
regulations. Commenter discussed
Luminant’s Baldwin Energy Complex—
Baldwin, IL; Grand Tower Energy
Center—Jackson County, IL; Luminant’s
Hennepin Power Station—Hennepin, IL;
Luminant’s Coffeen Power Station—
Montgomery County, IL; and
Luminant’s Duck Creek Power Station—
Fulton County, IL.
Commenter reviewed CCR permits for
unlined surface impoundments in Ohio
and the commenter identified one
facility that closed federally regulated
CCR units with the approval of the Ohio
Environmental Protection Agency
(OEPA) despite its failure to meet
Federal closure requirements. The
commenter discussed American Electric
Power’s Gavin Power Plant—Gallia
County, Ohio.
Commenter reviewed CCR permits for
unlined surface impoundments in
Kentucky and the commenter identified
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one particularly problematic closure at
a site for which the commenter has
documentation as a result of past
advocacy. Commenter suggests that a
comprehensive evaluation of more
Kentucky sites would reveal a number
of facilities where there has been
closure in groundwater. Commenter
discussed Louisville Gas & Electric and
Kentucky Utilities’ E.W. Brown
Generating Station—Mercer County, KY.
Commenter reviewed permits for
utility facilities in Missouri and the
commenter identified problems.
Commenter states that Missouri has not
issued permits for the closure of CCR
units, but they have issued National
Pollutant Discharge Elimination System
(NPDES) permits at sites with CCR units
that are actively contaminating
groundwater. In many of these permits,
Missouri included language and
guidance that directly conflict with the
Federal CCR regulations. While the
permits often state that the permittee
must abide by any applicable Federal
regulations, Missouri’s inclusion of
explicit directions that directly conflict
with the CCR regulations at best creates
confusion and at worst sanctions and
compels noncompliance. Commenter
reviewed several facilities with CCR
units: Ameren’s Rush Island Energy
Center, Festus, MO; Associated Electric
Cooperative’s New Madrid Power Plant,
Marston, MO; Ameren’s Labadie Energy
Center, Labadie, MO; City of
Independence’s Blue Valley Generating
Station, Independence, MO; and City of
Independence’s Missouri City
Generating Station, Independence, MO.
Commenter reviewed CCR permits for
unlined surface impoundments in
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Indiana and the commenter identified
two sites discussed below demonstrate
that the Indiana Department of
Environmental Management (IDEM) has
approved closure plans for CCR units
that are clearly non-compliant with the
CCR regulations and its critical
requirement that units not be allowed to
close in place where CCR remains in
contact with groundwater. The
commenter reviewed permits for Duke
Energy’s Gallagher, New Albany, IN,
and Duke Energy’s Cayuga Station,
Vermillion County, IN. Commenter
states that IDEM has approved closurein-place for at least two additional CCR
ponds where there is clear evidence of
CCR in contact with groundwater, Duke
Energy Wabash River’s North Ash Pond
in Terre Haute, IN, and Duke Energy
Gibson’s South Ash Fill Area in
Owensville, IN. Commenter states that
Duke Energy claims that neither of these
ponds is subject to the CCR regulations
and IDEM has taken no steps to evaluate
or refute this characterization.
Response: Comments on CCR permits
in other States are outside the scope of
the Proposed Denial and are not further
discussed.
IV. Final Action
EPA has determined that the Alabama
CCR permit program does not meet the
statutory standard for approval.
Therefore, in accordance with 42 U.S.C.
6945(d), EPA is denying the Alabama
CCR permit program.
Michael S. Regan,
Administrator.
[FR Doc. 2024–11692 Filed 6–6–24; 8:45 am]
BILLING CODE 6560–50–P
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Agencies
[Federal Register Volume 89, Number 111 (Friday, June 7, 2024)]
[Rules and Regulations]
[Pages 48774-48820]
From the Federal Register Online via the Government Publishing Office [www.gpo.gov]
[FR Doc No: 2024-11692]
[[Page 48773]]
Vol. 89
Friday,
No. 111
June 7, 2024
Part III
Environmental Protection Agency
-----------------------------------------------------------------------
40 CFR Part 257
Alabama: Denial of State Coal Combustion Residuals Permit Program;
Final Rule
Federal Register / Vol. 89 , No. 111 / Friday, June 7, 2024 / Rules
and Regulations
[[Page 48774]]
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ENVIRONMENTAL PROTECTION AGENCY
40 CFR Part 257
[EPA-HQ-OLEM-2022-0903; FRL 11262-02-OLEM]
Alabama: Denial of State Coal Combustion Residuals Permit Program
AGENCY: Environmental Protection Agency (EPA).
ACTION: Availability of final decision.
-----------------------------------------------------------------------
SUMMARY: Pursuant to the Resource Conservation and Recovery Act (RCRA),
the Environmental Protection Agency (EPA or the Agency) is denying the
Alabama Department of Environmental Management's (ADEM) Application for
approval of the Alabama coal combustion residuals (CCR) permit program
(Application). After reviewing the State CCR permit program Application
submitted by ADEM on December 29, 2021, additional relevant materials,
including permits issued by ADEM, and comments submitted on the
Proposed Denial, EPA has determined that Alabama's CCR permit program
does not meet the standard for approval under RCRA.
DATES: This action is effective on July 8, 2024.
ADDRESSES: EPA has established a docket for this action under Docket ID
No. EPA-HQ-OLEM-2022-0903. All documents in the docket are listed on
the https://www.regulations.gov website. Although listed in the index,
some information is not publicly available, e.g., Confidential Business
Information or other information whose disclosure is restricted by
statute. Certain other material, such as copyrighted material, is not
placed on the internet and will be publicly available only in hard copy
form.
FOR FURTHER INFORMATION CONTACT: Michelle Lloyd, Office of Resource
Conservation and Recovery, Materials Recovery and Waste Management
Division, U.S. Environmental Protection Agency, 1200 Pennsylvania
Avenue NW, MC: 5304T, Washington, DC 20460; telephone number: (202)
566-0560; email address: [email protected]. For more information
on this notification please visit https://www.epa.gov/coalash.
SUPPLEMENTARY INFORMATION:
Table of Contents
I. General Information
A. Summary of Final Action
B. Background
C. Statutory Authority
D. Summary of Proposed Denial of Alabama's CCR Permit Program
Application
II. Final Action on Alabama CCR Permit Program Application
A. Legal Authority To Evaluate State CCR Permit Program
Applications
B. EPA Review of Alabama Regulations for CCR Units
C. EPA Review of Alabama's Permits Issued Under the State CCR
Regulations
III. Summary of Comments and Responses
A. Legal and Policy Comments on EPA's Review of Alabama's CCR
Permit Program
B. Comments on EPA's Technical Evaluation of Alabama CCR Permits
C. Miscellaneous Comments
D. Out of Scope Comments
IV. Final Action
List of Acronyms
ACM Assessment of Corrective Measures
ADEM Alabama Department of Environmental Management
CCP coal combustion product
CCR coal combustion residuals
CFR Code of Federal Regulations
EPA Environmental Protection Agency
EPRI Electric Power Research Institute
FR Federal Register
GWMP Groundwater Monitoring Plan
GWPS groundwater protection standard
MCL maximum contaminant level
MNA Monitored Natural Attenuation
MSL mean sea level
NOPV Notice of Potential Violation
NPDES National Pollutant Discharge Elimination System
RCRA Resource Conservation and Recovery Act
RTC Response to Comments
TSD Technical Support Document
TVA Tennessee Valley Authority
USGS U.S. Geological Survey
WBWT waste below the water table
WIIN Water Infrastructure Improvements for the Nation
I. General Information
A. Summary of Final Action
EPA is taking final action to deny approval of Alabama's CCR permit
program because the Agency finds that the State's program does not
require each CCR unit in the State to achieve compliance with either
the minimum requirements in the Federal CCR regulations or with
alternative requirements that EPA has determined to be at least as
protective as the requirements of the Federal CCR regulations in 40 CFR
part 257, subpart D, for the reasons set forth in the Proposed Denial
and this final action. See, 42 U.S.C. 6945(d)(1)(B).
B. Background
CCR are generated from the combustion of coal, including solid
fuels classified as anthracite, bituminous coal, subbituminous coal,
and lignite, for the purpose of generating steam to power a generator
to produce electricity or electricity and other thermal energy by
electric utilities and independent power producers. CCR include fly
ash, bottom ash, boiler slag, and flue gas desulfurization materials.
CCR contain many contaminants that may pose a hazard to human health
and the environment.
On April 17, 2015, EPA published a final rule, creating 40 CFR part
257, subpart D,\1\ that established a comprehensive set of minimum
Federal requirements for the disposal of CCR in landfills and surface
impoundments (80 FR 21302, April 17, 2015) (``Federal CCR
regulations''). Section 2301 of the 2016 Water Infrastructure
Improvements for the Nation (WIIN) Act amended section 4005 of RCRA,
creating a new subsection (d) that establishes a Federal CCR permit
program that is similar to the permit programs under RCRA subtitle C
and other environmental statutes. See, 42 U.S.C. 6945(d).
---------------------------------------------------------------------------
\1\ Unless otherwise specified, all references to parts 257 and
239 in this notification are to title 40 of the Code of Federal
Regulations (CFR).
---------------------------------------------------------------------------
The Federal CCR regulations are self-implementing, which means that
CCR landfills and surface impoundments must comply with the terms of
the rule even prior to establishment of a Federal CCR permit program,
and noncompliance with any requirement of the Federal CCR regulations
can be directly enforced against the facility. Once a final CCR permit
is issued, the terms of the permit apply in lieu of the terms of the
Federal CCR regulations, and RCRA section 4005(d)(3) provides a permit
shield against direct enforcement of the applicable Federal CCR
regulations (meaning the permit's terms become the enforceable
requirements for the permittee).
RCRA section 4005(d) also allows States to seek approval for a
State CCR permit program that will operate in lieu of a Federal CCR
permit program in the State. The statute provides that after a State
submits an application to the Administrator for approval, EPA shall
approve the State permit program within 180 days after the
Administrator determines that the State program requires each CCR unit
located in the State to achieve compliance with either the Federal
requirements or other State requirements that EPA determines, after
consultation with the State, are at least as protective as those
included in the Federal CCR regulations. See, 42 U.S.C. 6945(d)(1)(B).
After EPA issued the Federal CCR regulations in 2015, Alabama
established ADEM Administrative Code Chapter 335-13-15, for the
portions of
[[Page 48775]]
those regulations for which the State is seeking approval, and language
in the State's regulations is almost identical to EPA regulations.
Alabama's regulations became effective in 2018, and soon after the
State began implementing its State CCR permit program and issuing
permits. At the time of submission of ADEM's December 29, 2021,
Application to EPA, ADEM had issued permits for the following CCR
facilities: (1) the James H. Miller Electric Generating Plant (Permit
#37-51; issued December 18, 2020); (2) Greene County Electric
Generating Plant (Permit #32-03: issued December 18, 2020); (3) Gadsden
Steam Plant (Permit #28-09, issued December 18, 2020); (4) James M.
Barry Electric Generating Plant (Permit #49-35, issued July 1, 2021);
(5) E.C. Gaston Electric Generating Plant (Permit #59-16, issued May
25, 2021); and (6) Charles R. Lowman Power Plant (Permit #65-06, issued
August 30, 2021). After its Application was submitted to EPA, ADEM
proceeded to issue permits for the William C. Gorgas Electric
Generating Plant (Permit #64-12 issued February 28, 2022) and for the
Tennessee Valley Authority (TVA) Plant Colbert (Permit #17-11, issued
October 25, 2022).
Starting in January 2018, EPA began working with ADEM as the State
developed its Application for the State's CCR permit program, and, over
the course of several years, EPA had many interactions with ADEM about
the development of a state CCR permit program. See Unit III.E. of the
Proposed Denial and Technical Support Document (TSD) Volume II
(summarizing and listing, respectively, the communications between EPA
and ADEM concerning the State's CCR permit program and implementation
of the CCR regulations). As with other States, EPA discussed with ADEM
the process for EPA to review and approve the State's CCR permit
program, including ADEM's plans for formally adopting CCR regulations,
ADEM's anticipated timeline for submitting a CCR permit program
Application to EPA, and ADEM's regulations for issuing permits. EPA
also reviewed ADEM's submissions on multiple occasions and sent
comments to ADEM on those documents. On December 29, 2021, ADEM
submitted its State CCR permit program Application to EPA Region 4
requesting approval of the State's partial CCR permit program.\2\ ADEM
established State CCR regulations that largely mirror the provisions in
the Federal CCR regulations and contain additional State-specific
provisions and clarifications.
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\2\ Alabama Department of Environmental Management. Application
For CCR Permit Program Approval. December 2021. The State is seeking
approval of a partial CCR permit program because certain provisions
of the Federal Program were not included in the State regulations.
See Part IV.B. of the Proposed Denial for details on the State's
regulations.
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At the same time EPA was in discussions with Alabama about its CCR
permit program, the Agency was also reviewing facility requests for
extensions of the date to cease sending all waste to unlined surface
impoundments under Part A of the Federal CCR regulations.\3\ To be
eligible for an extension under Part A, a facility was required to
demonstrate that the CCR unit was in compliance with the Federal CCR
regulations in 40 CFR part 257, subpart D.\4\ The Agency's review of
the Part A compliance demonstrations showed EPA that there were
systemic problems with facility compliance with the groundwater
monitoring, corrective action, and closure requirements.\5\
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\3\ Hazardous and Solid Waste Management System: Disposal of
Coal Combustion Residuals from Electric Utilities; A Holistic
Approach to Closure Part A: Deadline to Initiate Closure 85 FR
53516, August 28, 2020.
\4\ Section 257.103(f) required a certification of current
compliance and that the owner or operator will remain in compliance
with the applicable requirements of subpart D of part 257 at all
times and a narrative compliance strategy. See the Part A Final Rule
at 85 FR 53542-53544.
\5\ On January 11, 2022, EPA issued proposed determinations on
demonstrations submitted by facilities for extensions to the cease
receipt of waste deadline per 40 CFR 257.103(f)(1) and (2), which
the Agency refers to as ``Part A determinations'' or ``Part A''. The
CCR Part A Final Rule (85 FR 53516, August 28, 2020) grants
facilities the option to submit a demonstration to EPA for an
extension to the deadline for unlined CCR surface impoundments to
stop receiving waste. Facilities had until November 30, 2020, to
submit demonstrations to EPA for approval.
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On January 11, 2022, EPA emailed ADEM copies of the first set of
proposed Part A decisions, including the proposed decision for the
General James M. Gavin Power Plant in Cheshire, Ohio. Proposed Denial
TSD Volume II (listing communications between EPA and ADEM). Three of
the proposed decisions addressed facilities that had one or more
unlined surface impoundments with CCR continually saturated by
groundwater, and that intended to close the units without addressing
that situation. In each case, EPA explained that the facility failed to
demonstrate that the closure of these units complied with the plain
language of the performance standards in Sec. 257.102(d)(2)--which
include addressing infiltration into and releases from the impoundment
and eliminating free liquids--given that groundwater appeared to be
continually saturating CCR in the unlined impoundments. The closure
regulations limit contact between the waste (CCR) in the unit and
groundwater after closure because it is critical to minimizing
contaminants released into the environment and will help ensure
communities near the sites have access to safe water for drinking and
recreation.
After forwarding the proposed decisions, EPA met with ADEM to
discuss how the Federal regulations apply to situations in which an
unlined surface impoundment has been constructed in or below the water
table.\6\ EPA also held a meeting about this topic where all the Region
4 States were invited, including ADEM.
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\6\ See March 15, 2022, Docket Number: EPA-HQ-OLEM-2022-0903-
0039. The email included a list of units in Alabama that EPA
believed were closing with waste in place with waste below the water
table.
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After issuing the proposed Part A decisions, EPA looked at several
of Alabama's State CCR permits for unlined surface impoundments that
had been issued by that time. Of particular concern to the Agency were
facilities that were closing (or had already closed) unlined CCR
surface impoundments while leaving waste (i.e., CCR) below the water
table (WBWT), and ADEM had issued permits for such surface impoundments
at Greene County Electric Generating Plant, Gadsden Steam Plant, and
William C. Gorgas Electric Generating Plant. After a brief review of
these permits, EPA identified to ADEM aspects of Alabama's permit
program that appeared to differ from the Federal program, and the
Agency explained that the differences appear to make the State's
program less protective than the Federal program. The Agency
specifically identified problems with the State's permit requirements
covering closure of unlined surface impoundments, groundwater
monitoring networks, and corrective action. With respect to some of
EPA's concerns about compliance with the closure standards in Sec.
257.102(d)(2) of the Federal CCR regulations, ADEM indicated it
intended to address any ongoing issues with the facility closure plans
through corrective action requirements instead of requiring compliance
with the applicable closure requirements with respect to free liquids
and infiltration from the bottom and sides.\7\ See Unit IV.C of the
Proposed
[[Page 48776]]
Denial and Proposed Denial TSD Volume I for a detailed discussion of
the deficiencies in ADEM's CCR permits.\8\
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\7\ See July 6, 2022, email from S. Scott Story, ADEM, to
Meredith Anderson, EPA Region 4, entitled ``Meeting Follow Up''
which included two attachments: Plant Gadsden Waste Below the Water
Table (WBWT) and Closure Questions and Plant Green County Waste
Below the Water Table (WBWT) and Closure Questions. Docket Number:
EPA-HQ-OLEM-2022-0903-0065.
\8\ Technical Support Document Volume III. See Volume III:
Technical Support Document for the Proposed Notice to Deny Alabama's
Coal Combustion Residuals Permit Program, EPA Analysis of Alabama
CCR Permitting and Technical Regulations. U.S. Environmental
Protection Agency, Office of Land and Emergency Management (5304T),
1200 Pennsylvania Avenue NW, Washington, DC 20460. August 2023.
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In addition to the concerns raised with respect to Plants Greene
County, Gorgas, and Gadsden, EPA also raised concerns with respect to
the proposed CCR permit for TVA Plant Colbert. On June 29, 2022, ADEM
posted public notice of the draft permit for Plant Colbert. The
proposed permit for Plant Colbert raised many of the same issues
already being discussed with respect to the previously issued permits
for CCR surface impoundments at Plants Greene County, Gorgas, and
Gadsden. On September 15, 2022, EPA submitted a letter to ADEM
outlining specific concerns with respect to the proposed permit.\9\ On
October 25, 2022, ADEM issued a CCR permit to Plant Colbert without
revising the proposed permit to address EPA's concerns. In a letter
dated October 27, 2022, ADEM responded to EPA's letter regarding Plant
Colbert, again presenting the flawed interpretation of the requirements
applicable to closing unlined CCR surface impoundments, even though EPA
had rejected the State's interpretations of the Federal CCR regulations
in previous discussions with ADEM. To date, the State has not taken
action to revise the permits issued to Plants Greene County, Gorgas,
Gadsden, or Colbert to address the deficiencies EPA noted to ADEM.
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\9\ Letter from Carolyn Hoskinson, Director, Office of Resource
Conservation and Recovery, to Mr. Russell A. Kelly, Chief, Permits
and Services Division, and Mr. Steve Cobb, Chief, Land Division. EPA
Comments on Proposed Permit, Tennessee Valley Authority Colbert
Fossil Plant, Alabama Department of Environmental Management, Permit
No. 17-11. September 15, 2022.
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On November 18, 2022, EPA issued a final decision to deny the Gavin
Plant's request to continue disposing CCR into an unlined surface
impoundment after the deadline to stop such disposal has passed. EPA
finalized this denial because Gavin had failed to demonstrate
compliance with the Federal CCR regulations. Among other areas of non-
compliance, EPA specifically noted that Gavin had closed an unlined CCR
impoundment with at least a portion of the CCR in continued contact
with groundwater, and without taking any measures to address the
groundwater continuing to migrate into and out of the impoundment. EPA
further explained that Gavin's closure of its unlined impoundments
under these conditions failed to comply with the plain language of the
closure standards in 40 CFR 257.102(d)(1) and (2).
Less than a month later, on December 9, 2022, ADEM gave EPA notice
of its intent to sue EPA under section 7002(a)(1)(A) and (1)(B) of
RCRA, alleging EPA failed to perform a nondiscretionary duty to approve
the State's CCR permit program.\10\ Among other things, ADEM asserted
that EPA failed to comply with the statutory requirement to approve the
State's CCR permit program within 180 days of the State's submittal of
the permit program Application on December 29, 2021. On February 1,
2023, EPA responded to ADEM's Notice of Intent to Sue. EPA informed the
State that the 180-day timeframe does not start to run until EPA
determines that a State's Application is administratively complete and
that, in this case, the State's Application was not complete because
EPA's concerns with ADEM's interpretation of the minimum requirements
of the Federal CCR regulations had yet to be resolved, and that EPA was
providing an opportunity for ADEM to submit further Application
information.\11\ EPA further stated that the Agency could evaluate the
State's program on the current record if ADEM decided not to supplement
its Application with an explanation of how the State's interpretation
of its regulations is at least as protective as the Federal CCR
regulations, and EPA expressed concern that the current record would
not support a proposal to approve the State's partial CCR permit
program. Id. On February 17, 2023, ADEM responded to EPA that it did
not intend to supplement the record and that EPA should evaluate its
program accordingly.\12\
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\10\ Letter from Alabama Attorney General Steve Marshall to EPA
Administrator Michael Regan, Notice of Endangerment and Intent to
Sue under Section 7002(a)(1)(A) and (1)(B) of the Resource
Conservation and Recovery Act. December 9, 2022.
\11\ Letter from Barry Breen, Acting Assistant Administrator,
OLEM, to Lance LeFleur, Director, ADEM, February 1, 2023. Email sent
February 2, 2023.
\12\ Letter from Lance LeFleur, Director, ADEM, to Barry Breen,
Acting Assistant Administrator, OLEM, February 17, 2023.
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EPA thereafter reviewed the Application based on the information
submitted to that date and on other publicly available and relevant
information. Specifically, because ADEM started issuing permits for
unlined surface impoundments prior to EPA approval of the State's CCR
permit program, the Agency determined that the statute required some
consideration of Alabama CCR permits as part of the permit program
review to ensure that the State's program requires each CCR unit in the
State to achieve compliance with either of the standards in RCRA
section 4005(d)(1)(B). EPA reviewed several of Alabama's State CCR
permits for unlined surface impoundments and provided comments on
issues EPA identified with those permits as part of the Agency's
evaluation of the State's Application.
On August 14, 2023, EPA proposed to deny approval of Alabama's CCR
permit program (Proposed Denial).
C. Statutory Authority
EPA is issuing this final action pursuant to sections 4005(d) and
7004(b)(1) of RCRA. 42 U.S.C. 6945(d) and 6974(b)(1).
Under RCRA section 4005(d)(1)(A), 42 U.S.C. 6945(d)(1)(A), States
seeking approval of a permit program must submit to the Administrator,
``in such form as the Administrator may establish, evidence of a permit
program or other system of prior approval and conditions under state
law for regulation by the State of coal combustion residuals units that
are located in the State.'' EPA shall approve a State permit program if
the Administrator determines that the State program requires each CCR
unit located in the State to achieve compliance with either: (1) The
Federal CCR requirements at 40 CFR part 257, subpart D; or (2) Other
State criteria that the Administrator, after consultation with the
State, determines to be ``at least as protective as'' the Federal
requirements. 42 U.S.C. 6945(d)(1)(B). The Administrator must make a
final determination, after providing for public notice and an
opportunity for public comment, within 180 days of determining that the
State has submitted a complete application consistent with RCRA section
4005(d)(1)(A).\13\ See 42 U.S.C. 6945(d)(1)(B). EPA may approve a State
CCR permit program in whole or in part. Id. Once approved, the State
permit program operates in lieu of the Federal requirements. 42 U.S.C.
6945(d)(1)(A). In a State with a partial permit program, only the State
requirements that have been approved operate in lieu of the Federal
requirements, and facilities remain
[[Page 48777]]
responsible for compliance with all remaining non-State approved
requirements in 40 CFR part 257, subpart D.
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\13\ See U.S. Environmental Protection Agency. Coal Combustion
Residuals State Permit Program Guidance Document; Interim Final,
August 2017, Office of Land and Emergency Management, Washington, DC
20460 (providing that the 180-day deadline does not start until EPA
determines the application is complete).
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The Federal CCR regulations are self-implementing, which means that
CCR landfills and surface impoundments must comply with the terms of
the rule even prior to obtaining a Federal permit or permit issued by
an approved State, and noncompliance with any requirement of the
Federal CCR regulations can be directly enforced against the facility.
42 U.S.C. 6945(d)(3). Once a final CCR permit is issued by an approved
State, the terms of the State permit apply in lieu of the terms of the
Federal CCR regulations and/or requirements in an approved State
program. Further, RCRA section 4005(d)(3) provides a permit shield
against direct enforcement of the applicable Federal standards or State
CCR regulations (meaning that the permits terms become the enforceable
requirements for the permittee).
D. Summary of Proposed Denial of Alabama's CCR Permit Program
Application
On August 14, 2023, EPA published notice of the proposal to deny
approval of Alabama's December 29, 2021, CCR permit program
application. 88 FR 55220 (August 14, 2023). In the document, the Agency
conducted an analysis of the Alabama CCR permit program Application,
including a thorough analysis of ADEM's statutory authorities for the
CCR program, as well as the regulations at Alabama Administrative Code
Chapter 335-13-15, Standards for the Disposal of Coal Combustion
Residuals in Landfills and Impoundments. See Unit IV.B.2.b of the
Proposed Denial and TSD Volume III. EPA also reviewed Alabama's
permitting regulations and recent and ongoing permit decisions ADEM was
making under its CCR regulations.
In the Proposed Denial, EPA provided its interpretation of the
scope of the Agency's review of a State CCR permit program under
section 4005(d)(1)(B) of RCRA. That section of the statute provides in
part that the Administrator ``shall approve, in whole or in part, a
permit program or other system of prior approval and conditions
submitted under subparagraph (A) if the Administrator determines that
the program or other system requires each coal combustion residuals
unit located in the State to achieve compliance with'' either: (1) The
Federal CCR requirements at 40 CFR part 257 (i.e., the Federal CCR
regulations); or (2) Other State criteria that the Administrator, after
consultation with the State, determines to be at least as protective as
the Federal requirements. 42 U.S.C. 6945(d)(1)(B) (emphasis added). See
Proposed Denial Unit IV.A (providing the Agency's interpretation of
EPA's authority to review State CCR permit program applications). The
Agency explained that such determinations necessarily include
consideration not only of a State's statute and regulations, but what
the State requires ``each CCR unit'' to do, such as in permits or
orders, when such information is available prior to approval of the
State program. EPA further explained that because ADEM started issuing
permits prior to program approval the State's permitting decisions
under its existing CCR regulations are directly relevant to
understanding whether the State's program requires ``each [CCR] unit
located in the State to achieve compliance with'' either the Federal
regulations or alternative State standards that are at least as
protective as the Federal CCR regulations as required by RCRA section
4005(d)(1)(B).
In the Proposed Denial, EPA first evaluated the terms of Alabama's
permit program that, as noted above, largely mirror the Federal CCR
Regulations. The Agency proposed to find that the terms of ADEM's CCR
permit program regulations demonstrate that the State program includes
all regulatory provisions required for approval of a partial
program.\14\ Thus, EPA concluded that the terms of the permit program
provide ADEM with the authority necessary to issue permits that will
ensure each CCR unit in the State achieves the minimum required level
of protection (i.e., the State has the authority to issue permits that
require compliance with standards that are at least as protective as
those in the Federal CCR regulations).
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\14\ EPA conducted a thorough review of the terms of Alabama's
CCR permit program submittal, consistent with review of submittals
by states that were granted approval, and that review can be found
in the Proposed Denial TSD Volume III: Technical Support Document
for the Proposed Notice to Deny Alabama's Coal Combustion Residuals
Permit Program, EPA Analysis of Alabama CCR Permitting and Technical
Regulations. U.S. Environmental Protection Agency, Office of Land
and Emergency Management (5304T), 1200 Pennsylvania Avenue NW,
Washington, DC 20460. August 2023.
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While EPA concluded that the statutes and regulations of the
Alabama CCR permit program provide the State with sufficient authority
to require compliance with the Federal requirements or State
requirements that are as protective as the Federal requirements, EPA
also proposed to determine that permits issued by ADEM allow CCR units
in the State to comply with alternative requirements that appeared to
be less protective than the requirements in the Federal CCR regulations
with respect to groundwater monitoring, corrective action, and closure.
EPA reviewed four permits for CCR surface impoundments in Alabama and
the Agency found that those permits allow CCR in closed units to remain
saturated by groundwater, without requiring adequate (or any)
engineering measures to control the groundwater flowing into and out of
the closed unit. See Proposed Denial Unit IV.C and the TSD Volume I
(providing a detailed discussion of EPA's concerns with the closure
requirements for surface impoundments at Alabama CCR permits issued to
Plants Colbert, Gadsden, Gorgas, and Greene County). EPA also noted
that ADEM approved groundwater monitoring systems that contain an
inadequate number of wells, and in incorrect locations, to detect
groundwater contamination from the CCR units. Id. Finally, EPA proposed
to find that ADEM issued multiple permits that effectively allow
permittees to delay implementation of effective measures to remediate
groundwater contamination both on- and off-site of the facility. Id.
In addition, EPA proposed that a review of the permit records
demonstrates a consistent pattern of deficiencies in the permits that
is allowed to occur because of the State's flawed interpretation of the
Federal CCR regulation and by a lack of oversight and independent
evaluation of facilities' proposed permit terms on the part of ADEM.
For the permits terms reviewed in the proposal, EPA was unable to
locate any evaluation or record of decision documenting that ADEM had
critically evaluated the materials submitted as part of the permit
applications, or otherwise documented its rationale for adopting those
proposed permit terms prior to approving the application. Because of
the technical insufficiency of the permit terms as issued and the
absence of any supporting rationale for why those permit terms were
protective of human health and the environment notwithstanding their
deficiencies, EPA could not conclude that the Alabama CCR permits are
as protective as the Federal CCR regulations; therefore, EPA could not
conclude that Alabama's program satisfied the requirement for approval
of a State CCR permit program.
EPA discussed these general issues with ADEM and the State declined
to revise the permits to be consistent with the Federal CCR
regulations. ADEM also declined to demonstrate that its
[[Page 48778]]
alternative requirements satisfy the requirement in RCRA section
4005(d)(1)(B)(ii). Instead, the Alabama Attorney General, on behalf of
ADEM, stated in the Notice of Intent to Sue \15\ that EPA does not have
the authority to consider implementation of the State program when
determining whether a State program is sufficient, and that the Agency
may only look to the ``four corners'' of the State program Application
when evaluating the program for approval. In the Notice of Intent to
Sue, the ``four corners'' of the application are described as being
public participation, guidelines for compliance, guidelines for
enforcement authority, and intervention in civil enforcement
proceedings. The Notice of Intent further argued that EPA could only
consider implementation after approval, and then withdraw the program
if issues were identified.
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\15\ Letter from Alabama Attorney General Steve Marshall to EPA
Administrator Michael Regan, Notice of Endangerment and Intent to
Sue under Section 7002(a)(1)(A) and (1)(B) of the Resource
Conservation and Recovery Act. December 9, 2022.
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In Unit IV.A of the preamble to the Proposed Denial, EPA rejected
ADEM's position that RCRA section 4005(d) prohibits EPA from
considering the permits issued under the State CCR permit program when
determining whether to approve the program and that EPA may only
address such issues after the State program is approved. In Unit IV.B
of the preamble to the Proposed Denial, the Agency provided a short
summary of EPA's conclusions after review of the express terms of the
ADEM statutes and regulations. In Unit IV.C of the preamble to the
Proposed Denial, EPA identified specific permits that the Agency
believes are deficient and explained the bases for EPA's proposed
determination that they are inconsistent with the standard for approval
in RCRA section 4005(d)(1)(B).
II. Final Action on Alabama CCR Permit Program Application
After considering comments on the Proposed Denial, EPA is taking
final action to deny approval of Alabama's CCR permit program for the
reasons set forth below in summary and as explained in detail in the
Proposed Denial.
A. Legal Authority To Evaluate State CCR Program Applications
EPA is affirming the interpretation of the statute set forth in
detail in Unit IV.A of the Proposed Denial and summarized below.
The terms and structure of RCRA 4005(d) require EPA to consider the
CCR permits a State has issued under the CCR program it has submitted
for EPA approval. Section 4005(d)(1)(B) requires EPA to determine
whether the State program ``requires each'' CCR unit in the State ``to
achieve compliance'' with either the Federal regulations at 40 CFR part
257, subpart D (i.e., the Federal CCR regulations), or with alternative
requirements at least as protective as the Federal CCR regulations.
This direction necessarily includes Agency consideration of the
existing record of what the State actually requires individual CCR
units to do pursuant to the program that the state has submitted to EPA
for approval. The statute provides that once a permit is in effect, the
permit terms replace the regulations as the criteria with which the
permitted facility must comply. See, 42 U.S.C. 6945(d)(6).
Consequently, once issued, the permits effectively are the program, or
at the least, a substantial component of the CCR program for the
individual facilities. The Agency does not believe it can reasonably
ignore such information, as it falls squarely within the ordinary
meaning of what the statute expressly directs EPA to consider. The
overall context of RCRA section 4005(d) further supports consideration
of State CCR permits when they have been issued prior to approval of a
State program. Specifically, the Agency concludes that it would not be
reasonable to ignore permits issued prior to approval of a State CCR
program because, as noted above, a permit issued pursuant to a Federal
or approved State permit program acts as a shield to direct enforcement
of the Federal CCR regulations. Once a permit is issued by an approved
State, facilities are shielded from enforcement of requirements that
are addressed in the provisions of the applicable State permit, even if
those permit provisions are not as protective as the Federal CCR
regulations. The permit shield supports EPA's conclusion that it would
be unreasonable to approve a State CCR permit program where the Agency
knows that permits issued by the State are not at least as protective
as the Federal CCR regulations because, once the State program is
approved, neither EPA nor a member of the public can take action to
require the facility to comply with the minimum level of protection
contemplated under the statute. Further compounding the problem is the
fact that once a State CCR program is approved, RCRA requires EPA to
follow a statutorily established process to either convince the State
to revise the defective permits or withdraw approval of the State CCR
program. During the time it takes to address the program deficiencies,
the CCR units with inadequate permits would be authorized to continue
to operate in a manner that the EPA believes is not as protective as
the Federal CCR regulations require. Further, it would arguably be
arbitrary to ignore such information when it is available given that
RCRA requires State CCR programs to ensure compliance with the Federal
standards, yet EPA would effectively be allowing facilities with such
deficient permits to manage unlined surface impoundments in a manner
that poses potential ongoing hazards to human health and the
environment. In sum, EPA approval of a State program that has issued
deficient permits is also EPA approval of the deficient permits;
therefore, it is reasonable for EPA to consider State issued CCR
permits when determining whether a State has satisfied the statutory
requirements for a State CCR permit program.
A State's permitting decisions under its CCR regulations are thus
directly relevant to understanding the submitted program, and to
determining which statutory standard EPA must use to evaluate the State
program. If a State interprets its statute and regulations to impose
the same requirements found in the Federal CCR regulations--or issues
permits that impose the same requirements--the relevant standard is
found in subsection (B)(i). 42 U.S.C. 6945(d)(1)(B)(ii). By contrast,
where the State interprets its program to impose different requirements
or issues permits that impose different requirements than the Federal
CCR regulations, the relevant standard is found in (B)(ii), which
requires EPA to determine whether the State's alternative standards are
``at least as protective as the Federal CCR regulations.'' 42 U.S.C.
6945(d)(1)(B)(ii).
Here, there is no question that the relevant standard is found in
section 4005(d)(1)(B)(ii). The State expressly acknowledged that it
interprets its closure regulations to impose different requirements
than those found in the Federal CCR regulations, and the State has
issued permits authorizing closures that are inconsistent with the
plain language of the Federal CCR regulations. Although the state
disputes EPA's reliance on the ordinary meaning of the provisions, it
is well-settled that in the absence of a statutory or regulatory
definition, reliance on the ordinary meaning is the default. See,
Williams v. Taylor, 529 U.S. 420, 431 (2000)) (``It is fixed law that
words of statutes or regulations must be given their `ordinary,
contemporary, common meaning.' ''). And with EPA's recent adoption of
the ``default'' dictionary
[[Page 48779]]
definitions of infiltration and liquid into the Federal CCR
regulations, there is no plausible argument that Alabama's CCR program
is the same as the Federal. See ``Hazardous and Solid Waste Management
System: Disposal of Coal Combustion Residuals From Electric Utilities;
Legacy CCR Surface Impoundments'', 89 FR 38950, 39100 (May 8, 2024)
(e.g., adding a definition of ``infiltration'' to the Federal CCR
rule).
The same holds true with respect to the groundwater monitoring and
corrective action portions of the program. Although ADEM has not
similarly acknowledged different interpretations of the groundwater
monitoring and corrective action regulations, it has repeatedly issued
permits that authorize groundwater monitoring systems and corrective
actions that do not comply with the Federal CCR regulations.
B. EPA Review of Alabama Regulations for CCR Units
EPA is taking final action on the proposed determination that the
express terms of Alabama's CCR regulations provide the State with
sufficient authority to issue permits that are at least as protective
as those required under the Federal CCR regulations. See Proposed
Denial Unit IV.B and TSD Volume III (providing EPA's analysis of the
laws and regulations for Alabama's CCR permit program). In sum, Alabama
established State CCR regulations that largely mirror the language in
the Federal CCR regulations in almost all respects, and, to the extent
the provisions are different, the differences in the State regulations
are at least as protective as the Federal CCR regulations. For this
reason, the Agency believes the record would support approval of
Alabama's program if the State either modifies its permits to be
consistent with the Federal requirements or demonstrates that its
alternative interpretations of the Federal CCR regulations ensure that
State permits are at least as protective as the Federal CCR
regulations.
C. EPA Review of Alabama's Permits Issued Under the State CCR
Regulations
After consideration of comments, the Agency is taking final action
denying Alabama's Application because EPA finds that the State's CCR
permit program does not require each CCR unit in the State to achieve
compliance with either the minimum requirements in the Federal CCR
regulations or with alternative State requirements that EPA has
determined to be at least as protective as the Federal provisions. EPA
is basing this decision on the evaluations of the Alabama CCR permits
for Plants Colbert, Gadsden, Greene County, and Gorgas contained in the
Proposed Denial, and on Alabama's stated interpretation of the closure
requirements, as discussed in the Proposed Denial and confirmed in
ADEM's comments on the Proposed Denial. See Proposed Denial Unit IV.C
and TSD Volume III; see also State of Alabama Comments.\16\
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\16\ Available in the docket: EPA-HQ-OLEM-2022-0903-0261.
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EPA reviewed the permits for the identified plants in part because
the permits were issued to unlined surface impoundments that have
closed or are closing with waste that will remain in place below the
water table. For the review, EPA considered the publicly available
information about the plants and CCR units at issue. EPA did not
attempt to catalog every potential inconsistency between the permits
and the Federal CCR regulations, but only considered the permits'
consistency with certain fundamental aspects of the closure,
groundwater monitoring, and corrective action requirements. The review
revealed a consistent pattern of ADEM issuing permits to CCR units that
fail to require compliance with significant requirements in 40 CFR part
257 that are necessary to protect human health and the environment from
exposure to contamination from leaking CCR units. EPA also identified a
consistent pattern of ADEM approving documents submitted by the
facilities, such as closure plans, groundwater monitoring plans, and
assessments of corrective measures, even though the submissions lack
critical information or are otherwise deficient. ADEM also did not
require the permittees to take any action to cure deficiencies in the
permits even where ADEM previously identified the deficiencies and
requested further information prior to issuing the final permits. The
permit information further showed that ADEM issued multiple permits
allowing CCR in closed units to remain saturated by groundwater,
without requiring engineering measures that will control the
groundwater flowing into and out of the closed unit. EPA also found
that ADEM approved groundwater monitoring systems that contain an
inadequate number of wells, and in incorrect locations, to monitor all
potential contaminant pathways and to detect groundwater contamination
from the CCR units in the uppermost aquifer. Finally, EPA determined
that ADEM issued multiple permits that allow the permittee to delay
implementation of effective measures to remediate groundwater
contamination both on- and off-site of the facility. Overall, EPA's
review of the permit records and other readily available information
demonstrates a consistent pattern of deficient permits and a lack of
oversight and independent evaluation of facilities' permit terms and
supporting documentation. In each instance described in the proposal,
EPA was unable to locate any evaluation or record of decision
documenting that ADEM critically evaluated the materials submitted as
part of the permit application, or otherwise documented its rationale
for adopting them.
EPA confirms the proposed conclusions from the Agency's technical
review of the four Alabama CCR permits in this final action, and the
comments responding to some of EPA's technical evaluations of the
groundwater monitoring networks and corrective action provisions in the
CCR permits do not address EPA's concerns as explained below. Further,
the comments do not address all of the technical issues EPA identified
nor do the comments address the broader concerns with the pattern of
inadequate review and approval of permit applications by ADEM. Further,
Alabama specifically acknowledges in its comments that it interprets
the closure requirements for unlined surface impoundments differently
than EPA. Alabama's interpretation allows unlined surface impoundments
to close with CCR in contact with groundwater without requiring
measures to prevent groundwater from flowing into and out of the closed
unit indefinitely. EPA rejects the State's interpretation because it is
inconsistent with the plain language of the Federal CCR regulations and
because it is not as protective of human health and the environment.
Thus, Alabama's interpretation of the closure standards for surface
impoundments alone supports EPA's Final Denial because approval of the
State program would mean approval of the CCR permits EPA reviewed in
the Proposed Denial and a permit shield would allow those CCR units to
continue to operate with inadequate permits until and unless EPA
withdraws the approval, at which time the Federal CCR Regulation would
again directly apply to the CCR surface impoundments. Under these
circumstances, EPA cannot conclude that Alabama's CCR permit program
requires each CCR unit in the State to achieve compliance with either
the Federal CCR regulations or with alternative State requirements that
EPA
[[Page 48780]]
has determined are at least as protective as the Federal CCR
Regulations as required under section 4005(d) of RCRA.
III. Summary of Comments and Responses
EPA received 4,775 comments on the Proposed Denial. EPA reviewed
the comments, and the Agency provides summaries of and responses to the
comments below and in the Response to Comments document in the docket.
A. Legal and Policy Comments on EPA's Review of Alabama's CCR Permit
Program
1. Comments Opposing EPA's Process for Reviewing Alabama's CCR Permit
Program in Accordance With RCRA Section 4005(d)
Comments: ADEM and other State and industry commenters assert that
EPA has interpreted the State program approval provisions of RCRA
incorrectly because the Agency considered CCR permits issued by ADEM to
support the Proposed Denial of the Alabama CCR permit program and that
the Agency failed to adequately communicate its concerns to ADEM.
ADEM appears to disagree with EPA that the State had extensive
communication with the Agency about development of the State's
Application for a CCR permit program, that EPA detailed its concerns,
and that ADEM declined to alter its course by continuing to issue CCR
permits. ADEM also takes issue with EPA's statement in the Proposed
Denial that ADEM put the Agency in the position where it had no choice
but to proceed to program denial. ADEM asserts that its Application was
a multi-year development project in very close communication with EPA
Region 4 and Headquarters such that and that Region 4 personnel clearly
indicated the final application was complete and approvable upon its
submittal on December 29, 2021, and subsequent transmittal to EPA HQ on
January 3, 2022. ADEM states that at no time leading up to this point
in the process, during which EPA was fully aware that ADEM was
reviewing and processing CCR permit applications and issuing CCR
permits to the Alabama facilities did EPA identify deficiencies or
recommend changes to any ADEM CCR permits. ADEM asserts that receipt of
the pre-publication copy of EPA's Proposed Denial of ADEM's CCR program
on August 3, 2023, was the first written identification from EPA of any
alleged deficiencies in ADEM's CCR program Application, or its proposed
or issued permits. ADEM acknowledges that it did receive several
questions from EPA regarding specific permits to which ADEM states that
it provided EPA detailed verbal and written responses. ADEM maintains
that thereafter EPA made no effort to seek any further clarifications
and gave no indication that any of its questions remained unanswered.
Many of the technical issues discussed during the meetings with EPA
reappear in the Proposed Denial and are framed in a manner to make it
appear ADEM's program is non-compliant.
ADEM also maintains that it had no opportunity to correct the
perceived deficiencies. According to ADEM, EPA made no direct requests
of ADEM to change or modify any of its CCR program components. ADEM
states that EPA expressly admits that the ADEM regulations largely
mirror the Federal rules. ADEM then argues that the sole focus of EPA's
program approval review is the issued permits which ADEM argues are
sufficient because language in the permits largely mirror language in
the Federal CCR regulations. ADEM concludes that it is a ``mystery''
exactly what the State would modify to bring the program to the level
of equivalency that EPA believes to be lacking. ADEM maintains that the
200-plus page Federal Register notification of EPA's proposed Program
Denial provides no clarity to this issue.
ADEM and other commenters note that EPA makes numerous references
to 42 U.S.C. 6945(d)(1)(B), and ADEM quoted the provision in whole to
point out the timing for EPA to review and act on a State CCR permit
program application. ADEM states that EPA Region 4 transmitted ADEM's
final permit approval Application to EPA HQ on January 3, 2022 (see
Docket No. EPA-HQ-OLEM-2022-0903-0029), seemingly for the purpose of
final processing. ADEM contends that, in accordance with 42 U.S.C.
6945(d)(1)(B), EPA had until July 2, 2022, to approve ADEM's CCR permit
program. Instead, ADEM asserts, that what ensued was a series of
discussions and reviews long after the public comment periods and
issuance of the CCR permits. ADEM argues that EPA has clearly missed
the statutorily mandated deadline to approve ADEM's CCR program.
ADEM states that EPA focuses on the ``such other State criteria''
noted in 42 U.S.C. 6945(d)(1)(B)(ii) as the basis to allow it to review
issued permits as part of the permit approval record. ADEM argues that
approach is illogical on its face when considered in the context of
EPA's specific actions in this matter. Hypothetically, ADEM states it
could have chosen to delay issuance of the permits until after
submittal of the final program approval Application, as other States
with approved programs chose to do. At that hypothetical point, EPA
would have only ADEM's CCR regulations upon which to review its
equivalency to the Federal program. ADEM can only assume that EPA would
have then proceeded directly to program approval in this hypothetical
scenario. EPA, presumably, would not have waited for ADEM to start
issuing permits to observe the way it interprets its rules prior to
approval. ADEM states that EPA clearly did not do this during the
permitting program approvals for Oklahoma, Georgia, and Texas. ADEM
argues that if EPA is not requiring other States to issue permits to
observe their interpretations of their CCR regulations, it is not
logical or consistent for EPA to incorporate reviews of ADEM's
previously issued permits into its program approval review. ADEM argues
this punishes Alabama for its proactive approach to CCR facility
management.
ADEM does not agree that 42 U.S.C. 6945(d)(1)(D) authorizes EPA to
review permits as part of the program approval process simply because
EPA is able to consider permits when the Agency periodically reviews
approved State programs. ADEM maintains that EPA suggests that there is
no fundamental difference between it reviewing permits after approval
and concluding program withdrawal is warranted, versus reviewing
permits issued prior to approval and determining permit program denial
is warranted. ADEM argues that because EPA had ample opportunity to
actively participate in the permit development process, to avail itself
of the public review process, and to formally outline its permitting
concerns to ADEM prior to permit issuance, the Agency cannot use
permits as the basis for program denial because EPA stayed silent about
permitting concerns until after the permits were issued (years after in
most cases). ADEM maintains EPA's permitting concerns did not arise
until after the permits were issued and that EPA did not act in good
faith. ADEM further contends that even if permit reviews were an
appropriate part of the program approval process, the State objects in
the strongest possible terms to EPA's waiting until the program
approval process to object. ADEM argues EPA's approach makes it
difficult for ADEM to respond to EPA's concerns, and the State does not
believe Congress intended for EPA to approach State permit program
approval in this manner.
ADEM argues that EPA ultimately proposed to deny ADEM's
Application,
[[Page 48781]]
not because ADEM's criteria were deficient or its authority to
implement and enforce those criteria were somehow lacking, but rather
because EPA believes that proposed and final permits in Alabama
``contain permit terms that are neither the same as, nor as protective
as, the Federal CCR regulations.'' ADEM maintains that nothing in the
WIIN Act or EPA's ``Coal Combustion Residuals State Permit Program
Guidance Document: Interim Final'' (82 FR 38685, August 15, 2017)
(``Guidance Document'') indicates that States can, should or must
submit actual permits to EPA as part of the review and approval
process.
ADEM notes that to date, EPA has reviewed and approved (at least in
part) three other State CCR permit programs--83 FR 30356 (June 28,
2018) (Oklahoma); 85 FR 1269 (January 10, 2020) (Georgia); and 86 FR
33892 (June 28, 2021) (Texas). ADEM maintains that those States did not
submit individual permits as part of their applications, nor did EPA
ask to review particular permits, or any permit language that any of
the States contemplated using after their programs were approved. By
way of example, in Oklahoma, EPA noted in its approval decision that
four of the five CCR units subject to the Federal CCR regulations in
the State were already permitted and, once the State's program was
approved, would be subject to the State's CCR regulations. Instead of
reviewing any of those permits, EPA focused its review on the State's
CCR regulations and the ``four corners'' of its legal and regulatory
framework--public participation opportunities in the permitting
process, guidelines for compliance, guidelines for enforcement
authority, and intervention in civil enforcement proceedings. ADEM
further states that until now, EPA performed the same scope and level
of ``four corners'' review in each State that submitted an application.
According to EPA, the WIIN Act ``directs EPA to determine that the
state has sufficient authority to require compliance from all CCR units
located within the state'' and ``[t]o make this determination EPA
evaluates the State's authority to issue permits and impose conditions
in those permits, as well as the State's authority for compliance
monitoring and enforcement.'' In short, ADEM argues that EPA's review
is--and has been--limited to a State's authority, not to any particular
exercise of such authority for individual permit decisions.
ADEM states that EPA claims that it would be illogical not to
review individual permit language because EPA would then be required to
approve a State permit program that EPA believes it likely will
eventually have to withdraw. ADEM argues that this ignores EPA's role
in the State permitting process. ADEM argues that if EPA believes a
State has drafted a CCR permit that deviates from applicable regulatory
requirements, EPA would have ample opportunity to comment or object,
consistent with its general oversight duties. Moreover, if a State
finalizes a permit in a manner that does not resolve legitimate
concerns (if any) raised by EPA, then EPA would have the same appeal
options as any other interested party. Indeed, this opportunity for
engagement and dispute resolution is precisely what EPA presented in
its Guidance Document for ``adequate public participation.''
ADEM argues that the Federal CCR regulations do not specify permit
terms, so there is no regulatory basis for EPA to compare any
particular State permit language or find it to be more or less
protective. ADEM further asserts that EPA has not proffered or
finalized any particular permit terms that could serve as a basis for
comparison and that, to the contrary, EPA's Federal permit program
proposal would specifically allow a permit writer--in its discretion--
to incorporate the regulatory criteria by ``re-writing them into the
permit or incorporating them by reference.'' ADEM states that it
followed this approach in its permits but that EPA still found fault
with the permits. According to ADEM, even if EPA had the authority to
assess permit language as part of its review of a State permit program,
there is no rational basis for EPA to reject ADEM's permit language
since it mirrors what EPA has proposed for its own permit writers.
Response: EPA does not agree that the Agency's approach to review
of the Alabama's CCR permit program was in error. In addition, as the
record shows EPA did inform ADEM of the Agency's concerns with the
State's interpretation of the Federal CCR regulations before signing
the Proposed Denial. See TSD Volume II.
As explained in detail in the Proposed Denial, section 4005(d)(1)
of RCRA directs EPA to determine whether a State program ``requires
each'' CCR unit in the State ``to achieve compliance'' with either the
Federal standards or an alternative State program at least as
protective as the Federal CCR regulations. See Proposed Denial, 88 FR
55220, 55226 (August 14, 2023). Given that statutory directive, EPA
concludes that it cannot ignore permits that are available prior to
approval of a State CCR program, as in this case. Id. ADEM implies that
EPA is acting in an unreasonable manner by taking this approach, but in
fact it would be both unreasonable and arbitrary and capricious to
ignore issued permits since they are the best evidence of whether a
State program does in fact require each CCR unit in the State to
achieve compliance with the Federal CCR regulations or State standards
that are at least as protective as the Federal regulations.\17\
---------------------------------------------------------------------------
\17\ EPA detailed the interactions between EPA and Alabama in
the Proposed Denial. See Proposed Denial Section III.E. With respect
to ADEM's suggestion that EPA surprised the State with its approach
to review of the State's CCR program and the Agency's application of
the Federal CCR regulations, there is information in the record to
the contrary. Specifically, EPA issued a letter to ADEM concerning
the Colbert facility on September 15, 2022, and the Agency sent to
ADEM a list of unlined CCR surface impoundments in the State with
waste below the water table on March 15, 2022.
---------------------------------------------------------------------------
EPA also disagrees that the Agency is treating ADEM unfairly. ADEM
complains that EPA is evaluating the permits the State issued and
asserts that EPA is treating Alabama differently than it treated
Oklahoma, Georgia, and Texas when it approved those partial State CCR
permit programs. ADEM is incorrect that EPA is treating Alabama
differently. As ADEM noted, two of the three approved States had not
issued permits at the time the Agency approved their programs, but the
Agency did evaluate Oklahoma's final permits as part of its program
review and EPA did not identify the persistent problems the Agency
found when it reviewed Alabama's. In addition, for Alabama as for other
States, EPA has incorporated a consideration of both final and proposed
State permits as part of the Agency's review of initial State CCR
permit program Applications submitted for a completeness determination
because of concerns with implementation of certain provisions of the
Federal CCR regulations with respect to unlined CCR surface
impoundments. In fact, EPA recently sent a letter to the State of
Wyoming indicating the Agency could not determine the State's
application to be complete due to a number of issues including a lack
of clarity in how the State interprets the Federal CCR closure
performance standard.\18\ The Agency is also in active discussions with
other States seeking program approval (Arizona, Arkansas, Florida,
Illinois, Indiana, Kansas, Louisiana, Maryland, Michigan, Mississippi,
Missouri, Montana, Nebraska, North Carolina,
[[Page 48782]]
North Dakota, Ohio, Pennsylvania, Tennessee, Utah, Virginia, West
Virginia, Wisconsin, Wyoming) and the Agency intends to consider
permits as part of its review of those programs.
---------------------------------------------------------------------------
\18\ Letter from Barry Breen, Principal Deputy Assistant
Administrator for the Office of Land and Emergency Management to Mr.
Todd Parfitt, Director of the Wyoming Department of Environmental
Quality. December 5, 2023.
---------------------------------------------------------------------------
ADEM also argues that the statute requires EPA to delay review of
the State's CCR permits until after EPA has approved the State program.
But the statute does not mandate that approach and, further, that
approach would be unreasonable under the current situation. As noted in
the Proposed Denial, it would be illogical for EPA to approve a State
CCR permit program that the Agency believes it likely will eventually
have to withdraw. Moreover, withdrawing a State CCR permit program
takes significant time, during which CCR units in the State could
continue to operate--or new permits could be issued--under conditions
that are less protective than those required in the Federal CCR
regulations. Third, if EPA were to approve Alabama's program now (i.e.,
after the deficient CCR permits were issued), the Alabama CCR program,
including the facility-specific permits, would apply in lieu of the
Federal CCR regulations pursuant to RCRA section 4005(d)(3)(B),
preventing enforcement of the Federal standards in the interim. None of
these outcomes is consistent with RCRA's requirement that each CCR unit
be subject to a minimum level of protection established in the Federal
CCR regulations.
EPA also does not agree that the time it takes a State to satisfy
the requirements to develop a complete permit application changes the
Agency's responsibility under the statute to consider the available and
relevant information when making its decision. ADEM incorrectly
suggests that EPA is bound by supposedly clear representations from EPA
Region 4 staff indicating to ADEM that the State's application was
complete upon submission of the Application on December 29, 2021, and
because the regulatory provisions of the State's program mirror the
regulatory provisions in the Federal CCR Regulations.\19\ As an initial
matter, Region 4 has not been delegated the authority to make a
completeness determination and EPA does not provide oral completeness
determinations. In fact, the Agency did not determine at that time or
since that the State's application was complete because the Agency was,
prior to that time, aware of facilities in Alabama and other States
that were planning to close or had closed unlined surface impoundments
while leaving waste below the water table. EPA discussed with ADEM the
Agency's concerns with the State's implementation of the closure
standards for unlined surface impoundments, but the State maintained
that its interpretation of the Federal CCR regulations was correct and
EPA's interpretation of the Federal closure standards for unlined
surface impoundments was wrong. In addition, as EPA reviewed ADEM's
permits in more detail, EPA identified additional concerns with the
State's implementation of the program with respect to groundwater
monitoring systems and corrective action. As a result of these
discussions, on July 7, 2022, EPA informed ADEM via telephone that the
Agency was putting on hold its completeness review of ADEM's CCR permit
program Application until Alabama demonstrated to EPA that the State
was implementing its program consistent with the Federal CCR
regulations. Further, EPA explained to ADEM that it was exploring
options for actions to take at the Federal level with respect to both
the CCR permit program Application, and at specific facilities where
there are outstanding concerns.
---------------------------------------------------------------------------
\19\ EPA provided in the proposed rule a summary of calls,
emails and letters where EPA brought up specific concerns with the
State's CCR permit program and specific permit conditions at
facilities. See Proposed Denial, 88 FR 55223, 55224 (August 14,
2023). ADEM's account of the situation differs in some regards to
EPA's, and the Agency stands by its rendering of events. But even if
the State's characterization of the facts leading up to the proposed
decision were accurate, those facts do not change EPA's
responsibility under the statute. EPA cannot ignore information
indicating that a State program is not as protective as the Federal
CCR program, no matter the timing of that information. If as here,
the information is available prior to program approval, the
information is relevant to program approval and EPA may consider
that information.
---------------------------------------------------------------------------
EPA disagrees that the Agency is prohibited from considering the
State's proposed CCR permits as part of the CCR permit program review
process and disagrees that EPA is limited to reviewing State permits
during the State's permit issuance process. As an initial matter, it is
not possible for EPA to review even a fraction of the State permits
that are issued to CCR units. But even if it were possible for EPA to
review all State CCR permits, RCRA does not require it. ADEM cites
nothing to support its contention that EPA can only review a State
permit during its issuance. Instead, RCRA provides EPA with authority
to review CCR permits issued by a State at any time. As discussed
above, the mandate to determine whether the State program ``requires
each'' CCR unit in the State ``to achieve compliance'' with either the
Federal CCR regulations or with standards at least as protective as the
Federal CCR regulations necessarily includes Agency consideration of
State permits, when such information is available prior to approval of
the State program. See, 42 U.S.C. 6945(d)(1)(B) and the statute
expressly provides that EPA may review State permits ``as the
Administrator determines necessary'' as part of a State program review.
RCRA section 4005(d)(D)(i)(I). In fact, as ADEM recognizes, RCRA
section 4005(d)(1)(ii)(II) authorizes EPA to evaluate a State program,
including permits issued under the program, as part of EPA's required
periodic program review of approved State programs; and the statute
does not limit the scope of the Agency's periodic review to only the
permits on which the Agency commented during the State's permit
issuance process. For these reasons, it is appropriate for EPA to
consider permits issued under a State CCR permit program as part of an
initial program review, regardless of whether EPA submitted comments on
those permits in the State permitting proceeding.
EPA also disagrees that the Agency has not told ADEM what it must
do to address the Agency's concerns. All States were on notice when EPA
published proposed denials of Part A extension requests and when the
Agency informed States with unlined surface impoundments that EPA was
concerned about compliance with the closure standards. EPA has also
directly communicated with Alabama as set forth in the Proposed Denial,
and the Agency's comments on the Colbert permit explained many of EPA's
concerns with Alabama's interpretation and implementation of its CCR
permit program. In any case, to the extent there remains confusion,
ADEM's permits misapply the Federal closure standards for unlined
surface impoundments, ADEM is not adequately evaluating groundwater
monitoring networks in proposed permits to ensure that those networks
are configured to properly detect contamination coming from permitted
units, and ADEM is not ensuring timely implementation of corrective
action measures after contamination is detected. EPA summarized its
concerns with ADEM's implementation in the Proposed Denial at 88 FR
55230 where EPA explained that it had identified a consistent pattern
of ADEM issuing permits to CCR units that fail to demonstrate
compliance with fundamental requirements in part 257, without requiring
the permittees to take specific actions to bring the units into
compliance. EPA went on to say that it
[[Page 48783]]
also identified a consistent pattern of ADEM approving documents
submitted by the facilities, such as closure plans, groundwater
monitoring plans, and assessments of corrective measures, even though
the submissions lacked critical information or are otherwise deficient.
ADEM also did not require the permittees to take any action to cure
deficiencies in the permits even where ADEM previously identified the
deficiencies and requested further information prior to issuing the
final permits. Further, EPA explained that it was proposing to
determine that ADEM issued multiple permits allowing CCR in closed
units to remain saturated by groundwater, without requiring engineering
measures that will control the groundwater flowing into and out of the
closed unit. See, 40 CFR 257.102(d). EPA also stated that ADEM approved
groundwater monitoring systems that contain an inadequate number of
wells, and in incorrect locations, to monitor all potential contaminant
pathways and to detect groundwater contamination from the CCR units in
the uppermost aquifer. See, 40 CFR 257.91. Finally, EPA said it
proposed to determine that ADEM issued multiple permits that
effectively allow the permittee to delay implementation of effective
measures to remediate groundwater contamination both on- and off-site
of the facility. See, 40 CFR 257.96 and 257.97. Overall, EPA's review
of the permit records and other readily available information
documented a consistent pattern of deficient permits and a lack of
oversight and independent evaluation of facilities' proposed permit
terms.
ADEM's comments on the Proposed Denial do not address these
systemic issues in any substantive manner or explain how it will
proceed to ensure that CCR permits are at least as protective as the
Federal CCR regulations and that the records contain all the
information necessary for EPA and the public to evaluate the terms of
the permits for compliance with the standards. Instead of addressing
these issues, ADEM relies on a narrow legal argument that its
interpretation of EPA's regulations governs, which EPA addresses
elsewhere.
For all these reasons, EPA is taking final action to deny approval
of Alabama's CCR permit program.
Comment: ADEM stated that it is aware that EPA received a joint
letter, dated March 11, 2022, from the Sierra Club and the Southern
Environmental Law Center. The letter transmits several extensive
technical reports prepared by paid third parties. ADEM only learned of
this letter months after EPA received it and had to specifically
request a copy of it. The letter seeks to provide EPA with a detailed
``outline [of] the legal basis for denying ADEM's State CCR permit
program'' and includes as attachments several reports contracted for by
the groups critiquing various CCR permits issued by the Department.
ADEM states that it is unclear what influence this letter had on EPA's
decision-making process for Alabama's approval application, but the
timing of its receipt by EPA falls directly between the time of EPA's
receipt of Alabama's final program approval application, and the May
through July conference calls described above. Also, there is a clear
similarity between the technical concerns raised in the letter and
those raised by EPA in the months following ADEM's final program
application. Furthermore, EPA's actions after receiving this letter
appear to follow the playbook for agency action promoted by the
advocacy groups. ADEM, and Alabama's citizens, are due an explanation
why this letter does not appear in the official EPA docket for the
proposed denial.
Response: ADEM's suspicions that a letter from Environmental groups
somehow influenced EPA are baseless. Well before the submission of the
March 11, 2022, letter, EPA had made it clear to ADEM that EPA had
concerns about how ADEM was implementing the regulations, especially in
regard to CCR units closing with waste in place where the waste
remained in contact with groundwater. In fact, on January 11, 2022, EPA
emailed ADEM copies of the first set of proposed Part A decisions,
including the proposed decision for the General James M. Gavin Power
Plant in Cheshire, Ohio. Three of the proposed decisions addressed
facilities that had one or more unlined surface impoundments with CCR
continually saturated by groundwater, and that intended to close the
units without addressing that situation. EPA explained that in each
case, the facility had failed to demonstrate that the closure of these
units complied with the plain language of the performance standards in
Sec. 257.102(d)(2), which include addressing infiltration into and
releases from the impoundment, and eliminating free liquids, given that
groundwater appeared to be continually saturating the unlined
impoundment. EPA went on to send a list of CCR units with WBWT that had
indicated they would be closing with waste in place and scheduled
meetings with ADEM and other Region 4 States to discuss these issues.
The letter ADEM is concerned with was not placed in the docket because
it was not considered by EPA during development of the proposed denial.
Comment: Commenter ADEM states that EPA explicitly acknowledges
that it has not conducted a complete or detailed review of the facility
files or background information used by ADEM to issue its CCR permits.
Commenter states that despite this, EPA drew unfounded conclusions
about the reviews and analysis conducted by the State prior to issuing
the permits. Commenter states EPA ignores the facts, including the fact
that ADEM issued unilateral administrative orders in 2018 and 2019 to
each Alabama CCR facility requiring the collection and submission of
detailed and voluminous information related to detailed site
characterization and assessment for each unit at each facility,
detailed information related to site geology and hydrogeology, detailed
information related to existing contamination, development of
groundwater remediation plans, and other items.
Commenter states that EPA also ignored that ADEM required each
facility to submit detailed permit applications for each unit/facility
including site history, unit construction and operation, planned
closure methods and procedures, and planned corrective measures to
address groundwater contamination among other items. Commenter states
that these applications were subjected to detailed review and
evaluation by ADEM's staff of multiple Professional Engineers (P.E.s)
and Professional Geologists (P.G.s) with extensive professional
experience evaluating environmental assessments, groundwater monitoring
systems, environmental permit applications, and corrective action
systems. Commenter states that following these extensive reviews, the
facilities were required to revise their applications and provide
additional information to address identified deficiencies. Commenter
states that EPA's review was perfunctory in nature and that the Agency
made numerous flawed conclusions that essentially dismiss the dedicated
work by the many seasoned professionals involved in development of the
permits. Commenter asserts that EPA is not living up to the standard
that is expected and that should be demanded from a seasoned, science-
based government agency responsible for protecting human health and the
environment through the application of sound science and engineering.
Response: ADEM makes much of the point that EPA states in the
Proposed Denial that the Agency did not do a complete review of the
permits. EPA did
[[Page 48784]]
do a thorough review of the portions of the permits discussed in the
Proposal. The purpose of this statement was merely to be clear that EPA
had not reviewed every provision of each of the permits, so neither the
State nor the facilities should assume that EPA has identified all the
potential problems with the permits. In any case, the problems EPA did
identify with the four permits reviewed were alone sufficient to
support the Proposed Denial, and ADEM does not explain how further
analysis of the permits would have changed EPA's conclusions about the
provisions that were reviewed. Specifically, EPA reviewed three areas
that showed consistent problems in facilities' Part A extension
requests--closure, groundwater monitoring, and corrective action--and
the Agency documented the findings in the Proposed Denial. EPA found
that the permits were neither consistent with, nor as protective as the
Federal CCR regulations with respect to all three areas reviewed.
The Agency also disagrees that it should defer to the work of
States or facilities and their P.E.s and P.G.s when reviewing permits.
EPA has significant technical expertise to evaluate a permit record and
determine whether the record is complete and demonstrates that the
permit is at least as protective as the Federal standards. EPA must
follow the facts. This demands that the Agency conduct its own
evaluation and reach its own conclusions, and not uncritically adopt
P.E. and P.G. assessments from other parties. This is the case
regardless of those individuals' own professionalism. To do otherwise
for fear of causing offense, would be to abrogate the Agency's
oversight role.
Further, as noted below in response to several technical comments,
ADEM and facilities provide new explanations for actions taken in the
permits that they say justify the permit terms. But such comments make
EPA's point. That additional explanations are necessary demonstrates
the insufficiency of the preexisting permit records with respect to
both groundwater monitoring networks and corrective actions. In any
case, the technical comments on the Proposed Denial do not address all
the technical issues EPA raised and none of the comments satisfactorily
explain how the closure requirements were met. In addition, even when
the comments address issues raised in the Proposed Denial, those
comments do not supplement or substitute for enforceable permit
conditions and, therefore, the comments do not demonstrate that the
permits themselves are actually in compliance with the Federal CCR
regulations or more stringent State requirements.
2. Comments in Support of EPA's Process for Evaluating Alabama's CCR
Permit Program
Comment: Environmental and public health commenters state that
ADEM's operation of its State CCR program and its repeated failure to
protect Alabama's communities and clean water from dangerous CCR
disposal and pollution establish that ADEM's application fails the
protective standards contained in the WIIN Act. Commenters state that
ADEM has violated the Federal CCR regulations across Alabama by
approving the cap in place closure of unlined leaking CCR lagoons that
will pollute and threaten Alabama's clean water, rivers, and
communities forever. Commenters state that EPA's careful analysis shows
ADEM has issued permits that would allow Alabama utilities to store
millions of tons of CCR in groundwater in perpetuity, and the
commenters cite a memorandum from a licensed hydrogeologist who studied
the Alabama sites for years and whose analysis is consistent with
EPA's. Commenters conclude that EPA's Proposed Denial upholds the law
and protects Alabama's people and water from the illegal permitting
practices of ADEM. Only the vigorous enforcement of the Federal CCR
regulations will provide Alabama the protections that it deserves, and
ADEM has demonstrated that it cannot and will not follow the law and
protect the State, its communities, and its clean water.
Response: EPA agrees that the Alabama CCR program is not as
protective as the Federal CCR regulations, and the Agency is taking
final action to deny approval of the State program.
Comment: Several commenters strongly support the proposed decision
of EPA to deny Alabama's request for approval of its Application.
Commenters state that ADEM's CCR permit program fails to meet the
standard for EPA authorization in significant ways. Commenters state it
is likely that EPA will soon be required to approve or deny additional
State CCR permit program applications and it is essential that EPA
apply the same strong reasoning, and fidelity to the Federal CCR
regulations evidenced in the proposed Alabama denial to any new
requests to operate State CCR programs. Commenters state that there
will be scores of permits issued that are not as protective as the
Federal CCR regulations and consequently harm human health and the
environment unless EPA maintains the same approach to reviewing other
State programs that it took with Alabama.
Commenters state that allowing permit programs like ADEM's to
operate is particularly damaging because once an approved State issues
a permit, the permitted facility is shielded from enforcement of any
requirement other than the provisions contained in the State permit.
Permit deficiencies such as those EPA identified in Alabama must be
resolved now, before a State is approved to operate in lieu of the
Federal program. Commenters further argue that this is a matter of
considerable urgency because there is no quick fix once an approved
State issues a permit that fails to protect health and the environment.
Commenters note that EPA has the authority to withdraw a deficient
State permit program, but that the statutorily mandated process takes
considerable time. Commenters state that they conducted a limited
analysis of State permitting at sites and that it reveals that States
are regularly permitting companies to dispose of CCR in contact with
groundwater, even where there is clear evidence that the ash is leading
to unsafe levels of contamination. Commenters state that they also
found instances where States are applying a risk-based analysis to
corrective action--an approach clearly prohibited by the Federal CCR
regulations--as well as at least one State imposing groundwater
monitoring requirements that are ineffective and significantly less
robust than those required by EPA. Commenters further argue it is
essential for EPA to provide oversight now, before a State applies for
program authorization. Commenters state that EPA enforcement actions at
facilities that are violating the prohibition against closure with CCR
in groundwater, operating deficient groundwater monitoring systems, and
selecting impermissible and ineffective groundwater remedies are needed
at many facilities nationwide. Commenters assert that EPA must
proactively communicate and demonstrate to States that their permitting
cannot circumvent Federal requirements because noncompliance is
widespread, and plants are initiating and completing illegal closures
at a rapid pace pursuant to the Federal requirement to close unlined
units.
Commenters state that denial of Alabama's CCR permit program helps
to protect Alabama, its residents, and its clean water from CCR
pollution and dangerous CCR storage when ADEM will not. Commenters
maintain that ADEM has demonstrated that it will authorize unlawful CCR
storage and
[[Page 48785]]
pollution to continue indefinitely and that it will not enforce the law
and the Rule's protections against the powerful utilities in Alabama.
Commenters state that, by denying ADEM's application, EPA will prevent
ADEM from being able to put in place CCR regulations permits that
violate the Federal CCR regulations and will ensure that citizens and
EPA can enforce the Federal CCR regulations and see that Alabama
communities receive its protections. Commenters maintain that EPA will
also communicate to other State agencies, utilities, and communities
across the nation that the protective standards of the Federal CCR
regulations will be upheld.
Commenters agree with EPA's draft denial stating that RCRA
establishes clear standards that States must meet to receive approval
for a State CCR permit program. Specifically, RCRA requires ``each CCR
unit located in the state to achieve compliance with'' either the
Federal criteria in part 257 or other State criteria that ``are at
least as protective as'' the Federal regulations. Commenters agree that
EPA demonstrated in its Proposed Denial that it is not enough that
State regulations parrot the language of the Federal CCR regulations;
they must adhere to its substance. Commenters state that EPA's
examination of permits issued by ADEM reveals that the State is
implementing its regulations in a manner that is significantly less
protective than the plain language of the Federal CCR regulations.
Commenters state that the permits issued by ADEM impose requirements
that are less protective than the Federal CCR regulations with respect
to groundwater monitoring, corrective action, and closure. Commenters
state that, for example, ADEM has issued multiple permits allowing CCR
in closed units to remain saturated by groundwater, without requiring
any engineering measures to control the groundwater flowing into and
out of the closed unit. Thus, according to the comments, ADEM is
allowing multiple regulated facilities to violate one of the most
critical requirements of the Federal CCR regulations.
Response: EPA agrees that the Alabama CCR program is not as
protective as the Federal CCR regulations and the Agency is taking
final action to deny approval of the State program. EPA agrees that its
approach to evaluating State CCR programs should be similar in similar
circumstances, and so it intends to consider proposed and final State
CCR permits when determining whether to approve all State CCR permit
programs as it has in evaluating the Alabama program.
Comment: Commenter states that its members rely on good quality
water in the Black Warrior River for drinking, fishing, swimming,
hunting, and boating. The commenter agrees with EPA's preliminary
determination that the State's application for and implementation of
its own CCR program is significantly less stringent than the Federal
minimum standard requirements and does not meet the standard for
approval under RCRA. Commenter states that CCR has been mismanaged by
Alabama Power Company for roughly 100 years and improperly regulated by
ADEM for nearly 40 years, allowing toxic contamination of groundwater,
streams and rivers at Plant Gorgas, Plant Miller, and Plant Greene
County (all located within the Black Warrior River watershed).
Commenter supports denial of Alabama's CCR permit program and hope it
forces Alabama Power to properly dispose of its toxic CCR waste away
from water resources. Commenter states proper disposal of CCR is
critical to the health and success of future generations of humans and
wildlife that depend on the river. Commenter maintains that across the
Southeast, States like Virginia, North Carolina, and South Carolina
have required utilities to clean up CCR contamination, with over 250
million tons of hazardous CCR being excavated from unlined pits near
waterways. These materials are either recycled or disposed of in
modern, lined landfills away from rivers. Commenter states that even
Alabama Power's sister company, Georgia Power, has recycled or properly
disposed of over 65 million tons of ash. Commenter states EPA's
decision makes clear that Alabama can no longer be the outlier and must
implement similar safeguards. Commenter states the following problems
exist with ADEM's permits: (1) The Draft Permits and Closure Plans, as
written, do not require the Ash Pond facilities to come into compliance
with Federal and State CCR regulations; (2) The Draft Permits and
Closure Plans allow the continued location of the Ash Ponds in areas
where they cannot be permitted by law; (3) The Draft Permits and
Closure Plans should require and include more information about the
extent of contamination from the Ash Ponds; (4) The Draft Permits and
Closure Plans do not consider contamination that has migrated offsite,
or the remediation of that contamination; (5) The Draft Permits and
Closure Plans do not consider the long-term maintenance of artificial
caps; (6) The Draft Permits and Closure Plans do not consider
responsibility for the facilities after the 30-year post closure care
period; (7) The Draft Permits and Closure Plans lack key modeling
information; (8) ADEM unnecessarily grants the Company variances from
including boron as an Appendix IV Monitoring parameter; (9) Neither
ADEM nor the Company provide any information about alternative closure
methods; therefore, the public is limited in its knowledge about
closure techniques that would be more protective of human health and
the environment; and (10) Alabama Power's closure plans approved under
ADEM's regulatory program allow CCR to remain in groundwater, in
violation of the Federal CCR regulations.
The commenter states that the list is representative, but not
exhaustive of all the deficiencies with the permits ultimately issued
by ADEM. Because ADEM's application does not meet the standards
established under RCRA and because the permits issued under ADEM's non-
approved CCR program are also deficient, the commenters believe that
EPA has made the correct decision to deny the ADEM's Application to
manage the State's CCR program.
Response: EPA agrees that Alabama's permits are not as protective
as the Federal CCR regulations and EPA is taking final action to deny
approval of the program. The remainder of the comment addresses issues
that are outside the scope of the Final Decision and no response is
required.
3. EPA Should Defer to State's Interpretation of the Federal CCR
Regulations
Comments: Several comments state that the 2017 Guidance Document
and the information required for the Oklahoma, Georgia, and Texas
permit programs applications do not require States to provide EPA with
issued permits or proposed permits if the State begins to implement the
State permit program prior to EPA approval. Commenters maintain that
State agencies should be allowed reasonable latitude to interpret
regulations, particularly where EPA guidance has not been issued.
Commenters recommend that EPA review all State permit programs with the
same criteria and in accordance with the Interim Final Guidance, RCRA
4005, and WIIN Act section 2301.
Commenters disagree that Alabama's interpretation of the Federal
CCR regulations is flawed. Commenters argue that because the Federal
regulations are self-implementing in all but three States (Oklahoma,
Georgia, and Texas) that
[[Page 48786]]
EPA should leave interpretation up to the regulated community and the
States who have received State CCR permit program approval from EPA.
Commenters state that EPA has no plans to provide implementation
guidance through rulemaking but will instead provide guidance to States
seeking permit program approval. Commenters maintain that EPA has not
provided formal comprehensive written guidance on implementation to
States or the regulated community.
Commenters maintain it is unreasonable and unrealistic for EPA to
direct States to EPA's Part A determinations for guidance on the
correct interpretation of the plain language of the Federal
regulations. Commenters argue it is not reasonable for EPA to provide a
comprehensive interpretation of Federal regulations by comparing one
facility's final Part A determination in one State to another
facility's proposed Part A decision (that includes different hydrologic
and geologic conditions) in a different State. Commenters argue that
States should not be forced to look at EPA decisions in other States to
determine how to implement Federal regulations within their own State.
Commenters argue that States do not have the resources to review
several proposed and one final Part A decisions (and Part B decisions)
to evaluate how EPA may interpret Federal CCR regulations in their own
State.
Commenters argue that the requirements of the Federal CCR
regulations are subject to interpretation and the plain language of the
Federal CCR regulations can reasonably be interpreted in more than one
way as the interpretation often depends on site-specific circumstances.
Commenters state that in March 2022, comments regarding proposed Part A
determinations noted that the proposed decisions seek to clarify
several interpretive issues involving the closure of unlined CCR
surface impoundments. Commenters argue that the clarifications are a
significant shift in policy from long standing regulations, guidance,
and interpretations of closure requirements including those pertaining
to the Comprehensive Environmental Response, Compensation and Liability
Act (CERCLA) remedial actions, RCRA subtitle C closure actions, RCRA
subtitle D closure actions for sanitary landfills and open dumps, and
more recently for RCRA subtitle D CCR unit closures. Commenters urged
EPA to employ a more formal approach (i.e., rulemaking, policy memo,
guidance document) to establish such interpretations if EPA finalizes
these determinations and thus makes a substantial shift in the
interpretation and policies for closure requirements for CCR or other
units. Commenters argue that absent formal comprehensive written
guidance, State agencies should be allowed latitude to interpret the
regulations.
Response: EPA does not agree with the comments suggesting EPA
should defer to the varying interpretations of the Federal CCR
regulations of the 50 States and the regulated community until EPA has
revised the Guidance Document or revised the CCR regulations. EPA is
aware of no authority that supports--or requires--such an approach and
the comments do not provide any. Further, such an approach would lead
to inconsistent interpretations of the regulations and, as the Agency
is seeing here, interpretations that are leading to State permits that
are not as protective as the Federal CCR regulations.
EPA also disagrees that directing States to the Part A and Part B
determinations is in any way inappropriate or unreasonable. At the same
time EPA was reviewing Alabama's and other States' CCR permit program
applications, EPA was reviewing requests for Part A extensions of the
deadline to cease receipt of waste to unlined surface impoundments and
Part B submissions for alternate liner demonstrations. When conducting
those reviews, the Agency was required to review facility compliance
with the Federal CCR regulations as part of the decision-making
process. What EPA found during the Part A and Part B reviews was
significant noncompliance with the requirements of the Federal CCR
regulations, particularly noncompliance with the closure requirements
for unlined surface impoundments, the groundwater monitoring network
requirements, and the corrective action requirements.\20\ As explained
in the Proposed Denial, the proposed Part A determinations and comments
on those determinations brought to light the extent to which some
States and members of the regulated community were not interpreting the
regulations correctly, particularly with respect to the closure
requirements for unlined surface impoundments. 88 FR 55229. EPA
thereafter informed States and facilities with unlined surface
impoundments of the Agency's concerns and directed them to the Part A
determinations for the guidance on implementing the rules. The proposed
and final Part A decisions were internally consistent and available to
States to explain EPA's concerns with CCR permits, and all States with
unlined surface impoundments then had detailed descriptions of EPA's
concerns.
---------------------------------------------------------------------------
\20\ This web page contains links to Part A decisions that EPA
proposed in 2022 and 2023. It also links to the Gavin final
decision: CCR Part A Implementation: https://www.epa.gov/coalash/coal-combustion-residuals-ccr-part-implementation.
---------------------------------------------------------------------------
EPA further disagrees that the litigation on the Agency's
interpretation of the closure requirements means the Agency must
approve or defer decisions on State programs that the Agency believes
are less protective than the Federal CCR regulations. As noted above,
EPA disagrees with the comments against EPA's interpretation of the
closure requirements and those issues are being litigated. In this
case, EPA is simply applying its consistent position on the matter. The
fact that that a similar dispute over the meaning of EPA's regulations
is occuring in an unrelated action is no reason for EPA to refuse to
apply this position or to act inconsistently with its stated position.
Further, no commenter has explained how it would be reasonable to for
EPA to approve a State program that the Agency concludes does not in
fact require each CCR unit to comply with standards at least as
protective as Federal CCR regulations. EPA has not identified a
rationale either. Furthermore, as noted above, EPA also proposed to
deny approval of Alabama's program due to deficiencies in the
groundwater monitoring networks and corrective action requirements and
a general pattern of inadequate review and documentation of CCR permit
applications. 88 FR 55230. Thus, even if EPA did not consider the
closure issues, the Agency would still be unable to conclude that
Alabama's CCR program requires each CCR unit to achieve at least the
minimum level of protection.
EPA also disagrees that it is changing long standing regulations,
guidance, and interpretations of closure requirements, including those
pertaining to the CERCLA remedial actions, RCRA subtitle C closure
actions, RCRA subtitle D closure actions for sanitary landfills and
open dumps, and more recently for RCRA subtitle D CCR unit closures.
All of these arguments related to closure are addressed in the Gavin
Decision \21\ and the litigation on the closure standards, and EPA is
maintaining the interpretations set forth therein. Further, EPA
disagrees that it must or should wait to rely on the Agency's
interpretation of the closure requirements until the litigation is
[[Page 48787]]
resolved or wait to consider CCR permits as part of the state permit
program review until the Agency revises the Guidance or regulations.
EPA has identified a problem and it would not be reasonable to ignore
information relevant for determining whether a State CCR program is
sufficiently protective simply because the Guidance has not caught up
to the facts. Finally, as noted above, EPA has now revised the CCR
regulations to include new definitions that make clear Alabama's CCR
program is inconsistent with and less protective than the Federal
program with respect to closure of unlined surface impoundments.
---------------------------------------------------------------------------
\21\ Final Decision: Denial of Alternate Closure Deadline for
General James M. Gavin Plant, Cheshire, Ohio, EPA-HQ-OLEM-2021-0100
November 22, 2022.
---------------------------------------------------------------------------
4. EPA Should Consider CCR Permits in Its State Program Approval
Process
Comment: Commenter agrees with EPA's approach to considering State
CCR permits when reviewing State CCR permit programs and states that
Georgia is an instructive example of why it is important to take this
approach. Commenter states that Georgia had not issued State CCR
permits when EPA approved the State's CCR permitting program in January
2020, so the Agency did not have the benefit of knowing how the State
would administer its State regulations. Commenter states that since EPA
approval, Georgia issued a proposed permit in July 2021 for a CCR
impoundment at Georgia Power Company's Plant Hammond, which would
authorize closure with waste left in the impoundment and installing a
cap which would leave CCR deep in groundwater forever. Commenter states
that Georgia's disregard of the plain language of the Federal CCR
regulations led to EPA writing Georgia Environmental Protection
Division (EPD) concerning its permitting practices. Commenter states
that since that time, Georgia has not issued a final permit for Plant
Hammond,\22\ has not issued proposed permits for any other CCR
impoundment in Georgia, and, in effect, has stopped operating its CCR
program. Commenter States that the Georgia fiasco should not be
repeated. Commenter states that through this denial, EPA will avoid an
even worse outcome in Alabama, where ADEM has issued illegal final
permits. Commenter also states that by its action EPA will also
communicate to Georgia and other State agencies that a State CCR permit
program must actually follow the requirements of the Federal CCR
regulations.
---------------------------------------------------------------------------
\22\ EPA notes that Georgia EPD issued a final CCR permit on
November 13, 2023, for Plant Hammond's Ash Pond 3 (AP-3).
---------------------------------------------------------------------------
Response: EPA agrees that considering State CCR permits when
determining whether to approve a State CCR permit program application
is consistent with the statute and necessary to ensure no State program
is approved unless it requires each CCR unit in the State to comply
with the minimum level of protection (i.e., the Federal CCR
regulations). In part because EPA concludes that Alabama's permits are
not as protective as the Federal CCR regulations, EPA is taking final
action to deny approval of Alabama's CCR permit program. Comments
related to Georgia are outside the scope of this action and no response
is required.
5. EPA Should Not Consider CCR Permits in Its State Program Approval
Process
Comment: Commenters maintain that EPA relies on its recent,
disputed, and legally contested interpretations of the regulatory
closure performance standards, groundwater monitoring conditions, and
corrective action requirements in the Federal CCR regulations to
conclude that several ADEM-issued permits are inadequate because they
allegedly fail to achieve those requirements (as interpreted by EPA).
More specifically, commenters state that EPA faults ADEM for issuing
permits:
1. ``allowing CCR in closed units to remain saturated by
groundwater, without requiring engineering measures that will control
the groundwater flowing into and out of the closed unit;''
2. ``approv[ing] groundwater monitoring systems that contain an
inadequate number of wells, and in incorrect locations, to monitor all
potential contaminant pathways and to detect groundwater contamination
from the CCR units in the uppermost aquifer;'' and
3. ``allow[ing] the permittee to delay implementation of effective
measures to remediate groundwater contamination both on- and off-site
of the facility.''
Commenters assert that EPA's allegations of deficiency are
predicated on EPA's recent and disputed interpretations, none of which
have been formally promulgated through notice and comment rulemaking,
as well as its own unilateral technical review, without regard to the
role of--or certifications provided by--P.E.s. Commenters believe EPA's
allegations are improper and cannot lawfully be used as a basis for
denying ADEM's CCR permit program.
Commenters further argue that EPA acted improperly because it
reviewed available State issued and proposed permits. Commenter notes
that EPA stated ``unlike Georgia, Texas, and Oklahoma (currently the
only three States with EPA approval for State CCR permit programs),
Alabama had already begun implementing its State CCR Permit program and
issuing permits prior to its submittal of an Application for EPA
approval of the State's CCR permit program''. Commenters further note
that EPA stated ``to the extent the state implements its CCR
regulations prior to EPA's determination of state program adequacy, EPA
will also discuss that state's interpretation and implementation of its
program to ensure EPA fully understands the program and to determine
which of the two statutory standards EPA will use to evaluate the state
program. EPA took the same approach with Alabama as with other states
seeking approval.''
Commenters argue EPA is wrong to take this approach because the
2017 Guidance Document and the information required for the Oklahoma,
Georgia and Texas permit programs applications do not require States to
provide EPA with issued permits or proposed permits if the State begins
to implement the State permit program without EPA approval. Commenters
also argue this is the correct approach because State agencies should
be allowed reasonable latitude to interpret regulations; especially
where EPA guidance has not been issued. Commenters further recommend
that EPA review all State permit programs with the same criteria and in
accordance with the 2017 Guidance Document and RCRA section 4005(d).
Response: As stated above, EPA does not agree that it must approve
a State program where the Agency has determined State permits are less
protective than the Federal CCR regulations. Instead, in light of EPA's
review, it would be unreasonable to approve the State program since the
Agency has concluded that the State permits do not in fact require
compliance with at least the minimum level of protection required.
Further, in this case, Alabama would have to acknowledge EPA's concerns
and take steps to start revising flawed permits for EPA to approve the
State's CCR permit program.
Further, despite the commenters' assertion, not all of the bases
for the proposed and final denial are subject to litigation and, even
if they were, it would make sense for EPA to maintain consistent
positions across different actions. With respect to P.E. assessments,
EPA made clear in the 2015 Rule that it would not rely exclusively on
engineer certification to
[[Page 48788]]
ensure compliance with technical standards, but that other mechanisms
would also help to ensure compliance. 80 FR 21312, 21334-35. First, the
performance standards in the regulations are independent requirements
and are enforceable regardless of whether a P.E. certification was
obtained. The 2015 rulemaking preamble made this clear in response to
commenters concerned that the proposed regulations relied too heavily
upon the judgment of P.E. In the preamble, EPA explained that it
disagreed that the rules rely ``almost entirely'' on professional
engineers to protect human health and the environment. The final rule
relies on multiple mechanisms to ensure that the regulated community
properly implements requirements in this rule. As one part of this
multi-mechanism approach, owners or operators must obtain
certifications by qualified individuals verifying that the technical
provisions of the rule have been properly applied and met. However, a
more significant component is the performance standards that the rules
lay out. These standards impose specific technical requirements. The
certifications required by the rule supplement these technical
requirements, and while they are important, they are not the sole
mechanism ensuring regulatory compliance. Id. at 80 FR 21335.
In addition, information the P.E. uses to assess compliance is
required to be publicly posted on a website specifically to allow for
interested parties to evaluate the accuracy of the P.E. certifications.
80 FR 21339. EPA did not have enforcement authority in 2015, and the
statute instead left enforcement to States and citizens. See 42 U.S.C.
6972(a)(1)(A). 80 FR 21309. To facilitate such enforcement, the 2015
rule required engineer certifications and other underlying compliance
data to be posted to the internet, as this would allow states and the
public to evaluate the accuracy of the certifications in assessing
whether to sue. Id. at 21335. If EPA intended P.E. certification to
effectively serve as a shield, there would be no reason to require
posting on a publicly accessible website of the majority of compliance
data that underly the certifications. EPA confirmed this in the
preamble to the 2015 regulations, stating that making this information
available to other parties (e.g., state agencies and citizens) was
another mechanism to ensure technical performance standards established
in the regulations would be achieved. ``EPA has developed a number of
provisions designed to facilitate citizens to enforce the rule pursuant
to RCRA section 7002. Chief among these is the requirement to publicly
post monitoring data, along with critical documentation of facility
operations, so that the public will have access to the information to
monitor activities at CCR disposal facilities.'' Id. In sum, the
certifications do not act as prohibitions on state or citizen
enforcement, and they certainly do not bar EPA from using its WIIN Act
authority to enforce standards in the regulations. Thus, despite
commenters' assertions, a P.E. certification does not demonstrate or
assure actual compliance with the Federal CCR regulations (or any
rule), nor does it deprive EPA of its ability to conduct an independent
assessment or to reach a contrary conclusion from a P.E. In this case,
comments have not provided sufficient evidence to rebut EPA's
conclusions in favor of the conclusions reached by the P.E.'s hired by
the relevant facilities as part of the State permitting processes.
As stated above, EPA does not agree that its approach with respect
to Oklahoma, Georgia, and Texas prevent EPA from now considering
proposed and final permits that are available for review at the time
the Agency is evaluating a State program. EPA was not aware of the
potential widespread issues with implementation of the Federal CCR
regulations when approving those State programs, and it was not until
the Agency reviewed the Part A applications and received comments on
the Part A Proposed Denials that the Agency realized the extent of the
problems. Since that time, EPA has proactively engaged States and
facilities to ensure compliance with the Federal CCR regulations. In
any event, EPA considered Oklahoma's permits as part of the review
approval process, and EPA is currently engaged with both Georgia and
Texas as they issue State CCR permits.
EPA also disagrees that the Agency should defer to potentially many
different State interpretations of the Federal CCR regulations.
6. EPA Must Approve Alabama's CCR Permit Program Because Alabama's
Regulations Mirror the Federal CCR Regulations
Comments: Commenters argue that ADEM's permit program meets
statutory requirements because it mirrors the Federal CCR regulations
and it is consistent with EPA's 2017 Guidance Document, so EPA must
approve without looking to implementation of the regulations.
Commenters maintain that ADEM complied with the WIIN Act because the
State provided ``evidence of a permit program or other system of prior
approval and conditions under State law'' for CCR units and showed that
the State program is ``at least as protective as'' the Federal CCR
regulations. Commenters state that EPA reviewed ADEM's authority, State
public participation procedures, technical criteria, and other relevant
factors in the Proposed Denial and the Agency found that ``these
aspects of the Alabama CCR permit program provide the State with the
necessary authority to implement an adequate State program.''
Commenters also state that EPA does not question ADEM's resources to
administer the program.
Commenters note that EPA did not stop its review with the State's
CCR permit program regulations, as it should according to comments, and
EPA instead based its disapproval of ADEM's program on the Agency's
review of Alabama CCR permits and on recent statements of
interpretation which were not subject to proper notice and comment
rulemaking and are currently being challenged in the U.S. Court of
Appeals for the D.C. Circuit. Commenters conclude that EPA should
approve because, according to the commenters, ADEM has implemented
regulations that are identical in text and substance to those of EPA as
to the standards at issue; ADEM's provisions for public participation
are satisfactory to EPA; there is no risk to human health or the
environment; and ADEM has demonstrated that it has the appropriate
resources and expertise to implement the CCR program, backed by decades
of implementation of parallel RCRA programs.
Commenters state that the WIIN Act requires EPA to approve a State
CCR permit program application no later than 180 days after submission
if the Agency ``determines that the program or other system requires
each coal combustion residuals unit located in the State to achieve
compliance with the applicable criteria for coal combustion residuals
units under part 257 of title 40, Code of Federal Regulations . . . or
such other State criteria that the Administrator, after consultation
with the State, determines to be at least as protective'' as the
Federal CCR regulations. Thus, according to commenters, the plain text
of Alabama's regulations requires CCR units in the State to comply with
all of the substantive Federal CCR regulations requirements, including
those related to closure, corrective action, and groundwater
monitoring, and EPA has determined that ADEM's standards are
[[Page 48789]]
at least as protective as the Federal CCR regulations. Commenters state
that because ADEM's application fulfills the requirements of 42 U.S.C.
6945(d) to require compliance with the Federal CCR regulations criteria
or State-specific criteria that are at least as protective as the
Federal CCR regulations, EPA must approve the application and the
Agency should not consider information beyond the four corners of the
application when evaluating a State CCR permit program application,
particularly when the new positions at issue were put forth without
proper notice and comment and are subject to litigation as discussed
below.
Commenters argue that the WIIN Act provides a separate mechanism
for EPA to review an approved State permit program and address alleged
deficiencies with implementation of the approved State program.
According to commenters, the WIIN Act directs EPA to provide a notice
of deficiencies and an opportunity for a public hearing if ``the State
has not implemented an adequate permit program'' or if ``the State has,
at any time, approved or failed to revoke a permit for a coal
combustion residuals unit, a release from which adversely affects or is
likely to adversely affect the soil, groundwater, or surface water of
another State.'' Based on this language, commenters assert EPA must
approve an application first before addressing any alleged issues with
implementation.
Commenters also state that RCRA subtitle D ``envisions that states
are primarily responsible for regulating disposal of nonhazardous
wastes in landfills and dumps.'' Commenters further assert that EPA's
principal role under subtitle D ``is to announce Federal guidelines for
state management of nonhazardous wastes. . . .'' Thus, according to
commenters, States have the primary role to interpret and implement
waste regulations and EPA should not attempt to supplant the
cooperative federalism approach that is enshrined in RCRA by requiring
strict compliance with the Agency's flawed positions as a prerequisite
for approving a State program.
Commenters note that in August 2017, EPA issued the Guidance
Document for States with information and procedures on how to develop
and submit their State CCR permit programs to EPA for approval. The
guidance includes frequently asked questions about the WIIN Act and the
process for States to seek approval, as well as detailed checklists for
State program submittals. Commenters further state that ADEM initially
submitted its application for State permit program approval to EPA over
five years ago on July 12, 2018. Commenters state that ADEM submitted
revised applications on February 26, 2021, and December 29, 2021.
Commenters state that ADEM's latest application (i.e., its ``evidence
of a permit program'') contains all of the information and followed all
of the procedures outlined by EPA in its interim final guidance, and,
after review of the State's submission, EPA confirmed that ``the
express terms of ADEM's CCR permit program . . . include[ ] all
regulatory provisions required for approval'' and ``provide the State
with sufficient authority to require compliance with the Federal
requirements or equivalent State requirements.''
Commenters further state that EPA changed its approach and took a
sharp turn and began describing its evaluation of Alabama's program
against criteria not only outside of EPA's statutory directive but also
beyond any regulatory authority of the Agency. Commenters state this
approach is troubling for many reasons and that the proper standard for
comparison exists in 40 CFR part 257. Commenters further state that
Alabama has easily satisfied both criteria, and its program should be
approved expeditiously. Commenters assert that EPA has appropriately
determined that Alabama's approach to CCR permit applications and
approvals is adequate. See, 88 FR 55229, August 14, 2023. Commenters
also assert that EPA found that the Alabama CCR program will provide
robust implementation and enforcement of the State's CCR requirements
and afford adequate opportunity for citizen intervention in civil
enforcement proceedings. 88 FR 55229; see also Docket ID EPA-HQ-OLEM-
2022-0903-0133, Proposed Denial TSD Volume III. Commenters state that
the Alabama CCR program constitutes a well-developed permit program
that, as required by the WIIN Act, ``provide[s] evidence of a permit
program or other system of prior approval and conditions under State
law for regulation by the State of coal combustion residuals units that
are located in the State.'' 42 U.S.C. 6945(d)(1)(A). Commenters
maintain that Alabama's CCR permit program will provide more than
adequate opportunities for public participation in the permitting
process. Commenters state that to the extent there are any differences,
``the differences do not on their face substantively make the State
regulations less protective than the Federal CCR regulations.'' Id.
Commenters maintain that the State's CCR regulations contain all the
technical elements of the Federal CCR regulations, including
requirements for location restrictions, design and operating criteria,
groundwater monitoring and corrective action, closure requirements,
post-closure care, recordkeeping, notification and publicly accessible
website posting requirements. EPA TSD Volume III at 6-9; 88 FR 55228.
For these reasons, commenters state that EPA should approve Alabama's
CCR permit program, such that it will apply in lieu of the Federal
regulations.
Commenters point to the program review and withdrawal provisions of
RCRA 4005(d) and state that the key takeaways from this portion of the
statute are that: (1) In the event the State were to fail to cure
program implementation deficiencies identified during EPA's periodic
review of the State program, or if the State were to fail to deliver on
its commitment to update its approved program at such time as the
Federal requirements change, EPA has the authority and responsibility
to withdraw the State's program approval, after appropriate notice and
opportunity for a public hearing; and (2) Once a program withdrawal
occurs, the State has the opportunity to have its program approval
restored upon correction of the offending program deficiencies.
Commenters maintain that the review and withdrawal provisions support a
conclusion that EPA may not consider implementation and State CCR
permits when evaluating a State CCR permit program.
Response: EPA agrees that Alabama's State CCR regulations in large
part mirror the Federal CCR regulations and that, for this reason, the
State's regulations provide Alabama with sufficient authority to
implement a CCR program that meets the standard for approval under
section 4005(d)(1)(B). But EPA disagrees that copying the Federal CCR
regulations alone is sufficient to require EPA to approve a State
program when the Agency has concluded that the program, as implemented
through State permits, is in practice, not as protective as the Federal
CCR regulations. As noted above, section 4005(d)(1)(B) of RCRA requires
EPA to conclude that a State program ``requires each CCR unit . . . to
achieve compliance'' with at least the minimum level of protection
(i.e., the Federal CCR regulations or equivalent State standards)
before approving the program, not, as the commenters contend, to simply
require compliance with those standards. Congress was thus clear that a
requirement to comply is insufficient; this is why EPA evaluates not
only the CCR specific requirements but also the State's general
authority to
[[Page 48790]]
issue permits and impose conditions in those permits, as well as the
State's authority for compliance monitoring and enforcement, and
whether the State has the resources to implement and enforce the
program. Consequently, the RCRA section 4005(d)(1)(B) standard is not
met where, whatever the State regulations may say, the permits issued
to implement those regulations authorize actions that are inconsistent
with the plain language of the Federal CCR regulations. This is because
Congress specified that what matters is what the State program actually
requires the permittee to achieve; and, for example, a permit that
simply recites the regulations while simultaneously approving a clearly
deficient closure or groundwater monitoring plan cannot plausibly be
argued to require the facility to achieve compliance with those
regulations. And where, as here, the Agency has concluded the State
program is not as protective, EPA does not have a basis to approve the
program under the statute.
At the same time, however, none of the comments appear to question
EPA's authority to withdraw a State CCR program if, after approval, the
Agency determines that a State is not implementing its CCR permit
program in a manner that ensures permits require at least the minimum
level of protection. See RCRA section 4005(d)(1)(D). The withdrawal
provisions of the statute presume that EPA disagrees with how a State
is implementing its CCR permit program (e.g., EPA believes the state
permits are inadequate) when EPA takes action to withdraw a State CCR
program, and the statute gives EPA the authority to review all State
CCR permit programs, including those that mirror the Federal CCR
regulations. Notwithstanding, the comments appear to suggest that EPA
cannot question implementation of a State program that adopts the
Federal CCR rule terms because States are allowed to interpret the
regulations differently than EPA. Taken to its logical conclusion,
there would be separate standards for withdrawal based on whether the
program was approved under RCRA 4005(d)(1)(B)(i) or (ii), and EPA would
be essentially precluded from withdrawing approval of a State program
if approval was based on RCRA 4005(d)(1)(B)(i). The commenters'
interpretation would read a limitation on State withdrawal that has no
basis in the statute. EPA declines to read such a limitation into the
statute or adopt a position that requires the Agency to ignore
information (e.g., final State permits) that is clearly relevant to the
finding that EPA must make when determining whether a State program in
fact meets the statutory requirements. Finally, EPA does not see any
benefit to a system where EPA must first approve a deficient program to
only then be forced to expend further resources on withdrawing that
same program for the same deficiencies.
In addition, comments do not address all the technical issues with
the Alabama CCR permits that EPA identified in the Proposed Denial. For
example, the comments do not demonstrate EPA's interpretations of the
requirements for groundwater monitoring systems and corrective action
are novel or a change in the standards, and many of the issues
identified in the Proposed Denial were either not addressed or
insufficiently addressed in the comments. Without some response to the
issues, EPA cannot conclude that the permits in fact require each CCR
unit to achieve the minimum level of protection. As EPA explained in
the proposal, because the permits issued by Alabama appear to interpret
the Federal CCR regulations differently than EPA, Alabama is
essentially submitting ``other State criteria,'' and consistent with
RCRA 4005(d)(1)(B)(ii), in order for EPA to approve such a program,
Alabama must provide the information to support a determination that
the State criteria are ``at least as protective as the [Federal CCR
regulations].'' Further, none of the comments address the general
concern that Alabama is not exercising sufficient review and oversight
of the program, and, conversely, the fact that information beyond what
is in the permit record is necessary to explain why the permits are
sufficient demonstrates that ADEM's permit program implementation is
insufficient. See Comment Response above.
EPA also disagrees that the Agency is prohibited from considering
State permits in the program review process because the Guidance
Document does not contemplate review of permits. The Guidance Document
does not, and indeed cannot, prevent EPA from considering information
that falls squarely within the ordinary meaning of what the statute
expressly directs EPA to consider, even if that information is not
described therein when such an instance arises. In this instance, the
reason the Guidance Document does not address the issue is because, as
noted above, EPA was not aware of the widespread problems with State
CCR permits until the Agency reviewed the Part A requests for
extensions and received the comments from States and industry on the
Proposed Denials of Part A requests in 2021, three years after issuance
of the Guidance Document. EPA also did not anticipate that a State
might demonstratively contend that EPA should adopt a fundamentally
different interpretation of the CCR regulations than what EPA intended
in writing them. In addition, as noted above, EPA has since raised the
issue of permits with every State requesting approval of a State CCR
permit program and with the three States that have approved State
programs.
Finally, EPA disagrees that it is attempting to supplant the
cooperative federalism approach enshrined in RCRA. Even under the more
limited authority conferred on the Agency prior to the WIIN Act, EPA's
subtitle D criteria established minimum national standards with which
facilities were required to comply, irrespective of state law. The
Federal criteria are intended to establish a consistent minimum
national floor; if States could simply reinterpret those criteria to
establish different requirements (e.g., a different floor specific to
the state), this would defeat the purpose. Moreover, the commenter has
misunderstood both the intent and effect of the WIIN Act. Congress
deliberately expanded EPA's role under the existing subtitle in 2016
when it granted EPA the authority to enforce the Federal criteria,
issue permits in non-participating states, and to establish the minimum
national standards that are both applicable directly to facilities and
used to evaluate state programs.
7. Lack of a Federal Permit Program To Serve as Comparative Basis
Comment: Commenters state that in the Proposed Denial, EPA
specifies that section 2301 of the WIIN Act amended section 4005 of
RCRA, creates a new subsection (d) that establishes a Federal CCR
permitting program similar to permit programs under RCRA subtitle C and
other environmental statutes. Commenters further state that the WIIN
Act only establishes a Federal permit program; it does not specify it
be under RCRA subtitle C. Commenters note that on April 17, 2015, EPA
published the first Federal CCR regulations regulating CCR as a
subtitle D solid waste. Commenters conclude that section 2301 of the
WIIN Act and section 4005 of RCRA do not specify the establishment of a
Federal CCR permitting program similar to permit programs under RCRA
subtitle C. Commenters state that Chapter 2 Item 1 of the 2017 Guidance
Document states that EPA is using 40 CFR part 239, which are the
requirements for determining adequacy of State subtitle D permit
programs, as a guide for what a State submission
[[Page 48791]]
should include. Commenters argue that this is the reason States are
drafting CCR State permit programs that are in line with their EPA
approved subtitle D permit programs.
Commenters recommend EPA approve State permit programs that permit
and interpret the Federal regulations in line with RCRA subtitle D
solid waste programs since EPA promulgated national CCR standards under
RCRA subtitle D and not RCRA subtitle C.
Commenters argue that the lack of a Federal permitting program is a
key weakness in EPA's Proposed Denial. Commenters maintain that EPA has
no Federal permit program for States to compare to the State programs
and that EPA does not have any practical experience developing and
issuing CCR permits. Commenters appear to believe that EPA cannot
evaluate permits until the Agency has established a Federal CCR permit
program and started issuing permits under the program.
Commenters note that the Proposed Denial contends that once a
permit is issued, the permit serves as a ``shield'' to the regulations
and at that point the facility is only responsible for compliance with
the permit and the Federal regulations are no longer the governing
rules (88 FR 55223, August 14, 2023). Commenters state that these
assertions by EPA are incorrect. Commenters note that EPA has no CCR
permitting program. Commenters question how the Federal CCR regulations
requires a facility to achieve compliance without a Federal permit
program. Commenters also state that because ADEM regulations are
equivalent to the Federal rules, inclusion of ADEM regulations in ADEM-
issued permits is equivalent to inclusion of Federal rules in the
permit. Commenters state that, for this reason, if EPA considers the
current Federal rules sufficient to require facilities to ``achieve
compliance'', then the ADEM-issued permits that refer to these rules
must also meet the same standard. Commenters argue that EPA is
attempting to hold ADEM to a higher standard than EPA itself is
required to achieve and seeks to punish ADEM for having a permitting
program when EPA does not. Commenters conclude that, at best, it seems
premature to move directly to program denial until EPA has, through the
traditional, long-standing regulatory development and approval process,
promulgated a set of Federal permitting standards.
Response: EPA disagrees that it is holding ADEM to a higher
standard than EPA itself is required to achieve. The statute imposes
the same standard on EPA permits that it imposes on State permit
programs. See 42 U.S.C. 6945(d)(2)(B) (``Administrator shall implement
a permit program to require each coal combustion residuals unit located
in the nonparticipating State to achieve compliance with applicable
criteria established by the Administrator under part 257 . . .'')
(emphasis added). EPA has interpreted this provision to require a
Federal CCR permit to include specific provisions to ensure that the
permittee achieves compliance with the Federal CCR regulations, rather
than merely reiterating the regulations. See, 85 FR 9964-9965
(describing examples of permit conditions).
Commenters are also incorrect to the extent they suggest the
Federal CCR regulations cannot be enforced because EPA has yet to take
final action on the Federal CCR permit program regulations. The Federal
CCR regulations are directly enforceable against facilities until they
receive a permit from an approved State or pursuant to a Federal permit
program. For this reason, if EPA approved Alabama's CCR permit program,
the Federal CCR regulations would no longer apply to the final CCR
permits that EPA believes are insufficiently protective, and facilities
would have a permit shield for their flawed permits. Absent approval
and the attendant permit shields, EPA can proceed with actions at any
time to require the facilities to come into compliance with the Federal
CCR regulations. Indeed, EPA is currently pursuing a number of
enforcement actions. Further, the comments imply that Alabama's CCR
permits simply recite the applicable regulations, but, in fact, the
permits not only cite the applicable regulations but also specify the
actions required to be taken to comply with the provisions. In this
case, many of the actions being required in the permits are not
sufficient to meet the requirements of the Federal CCR regulations.
EPA also disagrees with comments stating the Agency must approve
Alabama's program because the regulations are identical. Because the
State's interpretation of EPA's regulations is different from the
Agency's (as demonstrated by the permits it has issued), Alabama is in
fact operating a different program than EPA, even if the terms of the
regulations are the same. Under the statute, the State must explain how
its alternative standards are as protective and ADEM has refused to
provide an explanation. RCRA 4005(d)(1)(B)(ii).
The fact that EPA's permitting regulations have not yet been
promulgated is irrelevant to the fact that permits issued by ADEM allow
CCR units in the State to comply with alternative requirements that are
less protective than the requirements in the Federal CCR regulations
with respect to groundwater monitoring, corrective action, and closure.
Even absent a Federal CCR permit program, the Federal CCR requirements
apply directly to facilities until the facility obtains a permit from
an authorized State or EPA after it promulgates the Federal CCR permit
program.
For example, as discussed in the Proposed Denial, ADEM has issued
multiple permits allowing CCR in closed units to remain saturated by
groundwater, without requiring adequate, or in some cases any,
engineering measures to control the groundwater flowing into and out of
the closed unit. ADEM has also approved groundwater monitoring systems
that contain an inadequate number of wells, and in incorrect locations,
to detect groundwater contamination from the CCR units. Finally, ADEM
has issued multiple permits that effectively allow the permittee to
delay implementation of effective measures to remediate groundwater
contamination both on- and off-site of the facility. Overall, EPA's
review of the permit records demonstrates a consistent pattern of
deficiencies in the permits and a lack of oversight and independent
evaluation of facilities' proposed permit terms on the part of ADEM.
EPA further disagrees with the comments stating that EPA must
approve State programs consistent with the way State programs are
approved under RCRA subtitle D for non-CCR units, and that EPA is
approving State CCR permit programs under RCRA subtitle C. In fact, EPA
is not evaluating State CCR permit programs the same as the approach
for evaluating other State permit programs under either subtitle D for
non-CCR units or subtitle C for hazardous waste units, and instead the
Agency is evaluating State CCR permit programs based on RCRA section
4005(d), which is a unique State program approval provision that is
different from the other State program approval provisions in RCRA
subtitle C and D. In addition, EPA's advice in the Guidance Document to
look at the process for approval of State programs under RCRA subtitle
D when developing the regulations and procedures for a State CCR
program was not an indication that those regulations apply or that the
standard for approval of non-CCR RCRA State programs applies to
approval of State CCR permit programs. Instead, EPA must comply with
RCRA section 4005(d) when
[[Page 48792]]
evaluating State CCR permit programs and the commenters do not explain
how EPA could ignore that provision and apply a different RCRA State
program approval process.
8. Comments in Support of EPA's Interpretation of the Closure Standards
for Unlined Surface Impoundments
Comment: Commenters state that the governing standards for closure
in place, monitoring, and corrective action are set out clearly in the
Federal CCR regulations, and EPA consistently has applied the plain
language of the Federal CCR regulations as it has in the Proposed
Denial. Commenters state that Alabama has adopted regulations that
mimic the language of the Federal CCR regulations, but as EPA points
out, ADEM has disregarded the plain language of the regulations and
instead has allowed utilities in Alabama to leave CCR in old, unlined,
leaking riverfront pits saturated in water, below the water table and
even below sea level. Commenters state that EPA has clearly applied the
straightforward requirements of the Federal CCR regulations in its
Gavin decision and has replied to all the arguments made by ADEM,
Alabama Power, and Alabama Power's trade associations in its responses
to comments on the proposed Gavin decision. Commenters state that EPA
has also applied those standards in issuing a Notice of Potential
Violations to the Alabama Power Company (Alabama Power) for its
violations of the Federal CCR regulations at Plant Barry near Mobile.
Commenter notes that, in the Proposed Denial, EPA applied the plain
language of the Federal CCR regulations and the WIIN Act and followed
the same course it has followed repeatedly in the past.
Commenters note that Duke Energy, one of the largest energy
companies in the country, also recognizes and understands the plain
language of the Federal CCR regulations. Commenters state that Duke
Energy has set out that the 2015 CCR Rule's closure performance
standards prohibit closure-in-place where groundwater is in actual or
likely contact with the CCR unless effective engineering measures can
be installed to control, minimize, or eliminate such conditions.
Commenters further assert that contrary to the closure and storage
practices ADEM has repeatedly permitted, the utility industry's
research arm, the Electric Power Research Institute, long ago informed
its members that capping an unlined CCR impoundment in place is
inappropriate where the ash remains in contact with groundwater: ``Caps
are not effective when [coal ash] is filled below the water table,
because groundwater flowing through the [coal ash] will generate
leachate even in the absence of vertical infiltration through the [coal
ash].'' Commenters state that the legal standards are clear, and EPA
has fully explained them in the Proposed Denial, the Notice of
Potential Violations sent to Alabama Power, the Gavin decision, the
Agency's response to Gavin comments, and elsewhere.
Commenters state that the Federal CCR regulations plainly states
that if a CCR impoundment is to be capped in place, ``[f]ree liquids
must be eliminated,'' the utility must ``[p]reclude the probability of
future impoundment of water, sediment, or slurry,'' and the utility
must ``[c]ontrol, minimize or eliminate, to the maximum extent
feasible, post-closure infiltration of liquids into the waste and
releases of CCR, leachate, or contaminated run-off to the ground or
surface waters or to the atmosphere.'' 40 CFR 257.102(d)(2)(i) and
(d)(1)(ii) and (i). Yet, as EPA sets out in its Proposed Denial and its
Notice of Potential Violation (NOPV) for Plant Barry, ADEM has allowed
utilities to cap in place unlined leaking CCR impoundments across
Alabama, in violation of all these provisions. Commenter argues that
ADEM seeks to justify approval of its Application despite its pervasive
violations of the Federal CCR regulations by pointing out that its
State CCR regulations copy the relevant language of the Federal CCR
regulations. Commenters assert that ADEM asks EPA to put on blinders,
to read just the bare language of ADEM's regulation, and to ignore what
ADEM is doing in practice across the State to allow CCR impoundments to
fall far short of the Federal standards. Commenters state that ADEM's
argument asks EPA to allow Alabama to nullify the Federal CCR
regulations and the WIIN Act and to violate the requirements and
purpose of the WIIN Act. Commenters argue that the WIIN Act requires
much more than EPA merely reviewing a State application to see if the
language of the State regulations matches the language of the Federal
CCR regulations, and, instead, the WIIN Act requires EPA to determine
that ``the program or other system [of the State] requires each coal
combustion residuals unit located in the State to achieve compliance
with'' either the criteria set out in the Federal CCR regulations or
other State criteria that EPA determines to be as protective as the
criteria of the Federal CCR regulations. 42 U.S.C. 6945(d)(1)(B).
Commenters maintain that EPA is not directed to perform a word check of
the State regulations but rather to determine whether the State's
program or other system actually requires all the CCR units in the
State to achieve compliance with the Federal CCR regulations or other
criteria that are as protective. Commenters maintain that ADEM's
program miserably fails to achieve that compliance and that ADEM's
argument, if adopted, would make compliance with the WIIN Act and the
protective standards of the Federal CCR regulations a farce. Commenters
believe a State agency like ADEM, which has acted contrary to the plain
language of the Federal CCR regulations and refuses to address EPA's
concerns with its program, would be able to disregard entirely the
standards designed to protect the public, communities, and clean water
and allow CCR to be stored permanently in unlined pits sitting deep in
groundwater beside major waterways--despite the plain language of the
Federal CCR regulations and State regulations to the contrary if
Alabama's State CCR permit program were approved. Commenter states
further that EPA maintains that approval would not only violate the
plain language of the WIIN Act, it would also eliminate the protections
the Federal CCR regulations provides for all people and all waters in
the United States, including all Alabamians and the waters in Alabama.
Commenters also state that Alabama is an outlier and that in the
Southeast, over 250 million tons of CCR are being cleaned up.
Commenters note that by contrast, every unlined CCR impoundment in
South Carolina is being excavated; every unlined CCR impoundment in
North Carolina is being excavated; all of Dominion's unlined CCR
lagoons in Virginia are being excavated; notwithstanding Georgia EPD's
failure to implement the CCR regulations, Georgia Power has committed
to excavate about two-thirds of its CCR from unlined impoundments in
Georgia; and to date the TVA has been required to excavate CCR
impoundments at its Gallatin plant near Nashville and its Allen plant
in Memphis. Commenters maintain that every unlined CCR impoundment in
the coastal region of these Southeastern States is being excavated--but
not in Alabama. Commenters state that only Alabama is allowing every
utility in the State--regardless of where the CCR impoundment is
located and even though all the impoundments have ash sitting deep in
groundwater--to leave all their millions of tons of CCR in unlined,
leaking impoundments beside the State's waterways.
Commenters further allege that all eight of the final CCR permits
ADEM
[[Page 48793]]
has issued violate the Federal CCR regulations. Commenters note that
EPA focused on four Alabama CCR Permits that were issued to
impoundments that are being closed with waste in place below the water
table in the Proposed Denial: TVA's Plant Colbert and Alabama Power's
Plants Gadsden, Gorgas, and Greene County. Commenters state that while
EPA concentrated on these permits, the four additional CCR permits
issued by ADEM--for Alabama Power's Plants Barry, Gaston, and Miller
and PowerSouth Energy Cooperative's Plant Lowman--share similar
fundamental flaws and further demonstrate that Alabama's permit program
fails to meet the statutory standard for approval. Commenter states
that the permits for Plants Barry, Gaston, Miller, and Lowman also
``allow[] CCR in closed units to remain saturated by groundwater,
without requiring engineering measures that will control the
groundwater flowing into and out of the closed unit.'' 88 FR 55220,
55230 (August 14, 2023).
Commenters state that there are additional instances where ADEM has
allowed noncompliance with the Federal CCR regulations and that these
additional flaws further support EPA's denial of ADEM's permitting
program. Commenters state that ADEM adopted the location restrictions,
including a requirement that by October 17, 2018, that utilities make a
demonstration that their CCR impoundments are not located in wetlands.
40 CFR 257.61(a), (c). Commenters state that ADEM CCR regulations
contain the same requirement. Alabama Administrative Code r. 335-13-
15.03(2). Commenters state that Alabama Power posted its wetlands
demonstration for Plant Barry for both the Federal and State CCR
regulations on its CCR website and that its demonstration states that
the Plant Barry CCR impoundment is a wastewater treatment facility and
that wastewater treatment facilities are excluded from the definition
of wetlands. According to commenters, based on these conclusions,
Alabama Power states that the Plant Barry CCR impoundment is not in
wetlands. Commenters state that this approach makes a mockery of the
wetlands location demonstration because many, and perhaps all, CCR
impoundments have been permitted under the Clean Water Act as
wastewater treatment facilities. Commenters state that the approach
Alabama Power takes under both the Federal and Alabama CCR regulations
would result in all permitted CCR impoundments satisfying the wetlands
location restriction--even though they are in wetlands, within the
floodplain, and built on top of a stream, as is true with the Plant
Barry CCR impoundment. Commenters state that the standard is whether
the impoundment is ``in'' wetlands, not whether the impoundment ``is''
a wetland, but that ADEM has allowed Alabama Power to get away with
this nonsensical response to the wetlands location restriction. A
review of Alabama Power's website demonstrates that it has filed such
meaningless and evasive wetlands location demonstrations for all its
CCR facilities. Commenters state that this approach to wetlands
requirements has not been taken in other jurisdictions. For example,
Duke Energy reported that its CCR impoundment at its H.F. Lee facility
in North Carolina did not meet the location restriction because of
leakage into surrounding wetlands. Duke Energy reached the same
conclusion for its West Ash Basin at its Roxboro facility also in North
Carolina.
Response: EPA agrees with the comments that the Agency's
application of the closure requirements in Sec. 257.102(d) to the
unlined surface impoundments at issue is reasonable and reflects the
plain meaning of the regulations. The Agency also agrees that it is
appropriate to consider State CCR permits when evaluating whether to
approve a State CCR permit program. EPA also agrees that allowing
unlined impoundments to comply with only the standards in Sec.
257.102(d)(3) relating to the cover system is not as protective as the
Federal CCR regulations. As the commenters note, this conclusion is
consistent with a technical report from the Electric Power Research
Institute (EPRI) that was included in attachments to the comment. The
report says, ``Capping is usually performed to prevent or reduce
infiltration of water into CCPs, which subsequently reduces the volume
of leachate generated. Caps can be installed on both legacy and
recently filled CCP sites. Depending on climatic conditions, designs
can range from barrier caps utilizing low permeability materials such
as PVC, to evapotranspirative caps that utilize soil sequencing and
vegetation to promote runoff and evaporation of water. Caps are not
effective when CCP is filled below the water table, because groundwater
flowing through the CCP will generate leachate even in the absence of
vertical infiltration through the CCP.'' \23\
---------------------------------------------------------------------------
\23\ Groundwater Remediation of Inorganic Constituents at Coal
Combustion Product Management Sites, EPRI Technical Report (2006),
SELC Comment Attachment 11 at p. 3-6. Docket Number EPA-HQ-OLEM-
2022-0903-0260.
---------------------------------------------------------------------------
EPA also agrees that the Agency's review of the Alabama CCR permits
was not exhaustive--EPA did not attempt to identify every potential
inconsistency with the Federal requirements, either in the permits
reviewed in the Proposed Denial or in other permits that were not
reviewed by EPA. EPA stated in the Proposed Denial that it was not
conducting a comprehensive review because the purpose of the
evaluations of the permits was not to evaluate compliance by the
regulated facilities, but instead to determine whether the facilities'
permits require facilities to comply, regardless of actual compliance
by the facilities (stated differently, it is theoretically possible
that the facilities reviewed in the Proposed Denial are in compliance
with the Federal CCR regulations even though their permits by the terms
do not require compliance).
The remainder of the comment address issues outside the scope of
this action and no response is required.
9. Comments in Support of EPA's Evaluation of CCR Permits Issued by
ADEM
Comment: Commenter states that the Black Warrior river watershed
flows through one of the most biodiverse regions in the country and
provides a source of drinking water for dozens of communities across
north-central Alabama; the river drains parts of 17 Alabama counties
and the area the river drains, its watershed, covers 6,276 square miles
in Alabama and measures roughly 300 miles from top to bottom; the
watershed is home to over 1 million residents and contains 16,145 miles
of mapped streams; thousands of people use the river and its
tributaries for fishing, swimming, hunting, and watersports,
contributing to Alabama's $14 billion outdoor recreation economy; and
the river supports numerous freshwater species, including some that
occur in the Black Warrior basin and nowhere else in the world.
Commenter states that despite the river's importance to the State,
Alabama Power plans to keep three unlined, leaking CCR pits along the
river: Plant Gorgas (Mulberry Fork, Walker County), Plant Miller
(Locust Fork, Jefferson County), and Plant Greene County (lower Black
Warrior River). Commenter states that these three pits contain a total
of about 55 million cubic yards of CCR, or an estimated 55 million tons
(110 billion pounds, or 10 times the amount released in the Kingston
disaster). Commenter states that Alabama Power's federally mandated
groundwater monitoring
[[Page 48794]]
indicates that groundwater around the pits contains unsafe levels of
toxic contaminants such as arsenic, cobalt, lithium, and molybdenum.
Commenter states that but for the mandated monitoring and reporting
requirements of the Federal CCR regulations, Alabama residents would
have no idea of the extent of this contamination or the risk it
presents to their communities.
Commenter states that Plant Greene County Ash Pond was constructed
between 1960 and 1965, and the ash pond currently occupies
approximately 489 acres on the banks of the Black Warrior River near
Forkland, Alabama. Commenter states that, according to United States
Geological Survey (USGS) topographic maps, the unlined ash pond was
built across Big Slough, and associated wetlands, which flows into
Backbone Creek, a tributary of the Black Warrior River. Commenter
states Alabama Power stopped burning coal at Plant Greene County in
March 2016 after converting all of its electric production to natural
gas, meaning that the plant is no longer generating new CCR. Commenter
states that at the last inspection, the ash pond was determined to be
filled to its capacity, containing 10,300,000 cubic yards (yd\3\) of
CCR.
Commenter states that EPA's environmental justice mapping and
screening tool shows Plant Greene County has three environmental
justice indexes above the 80th percentile. Commenter states that these
indexes measure the environmental burden upon the surrounding
community; the higher the index score, the greater the burden on the
local community. Plant Greene County's score for wastewater discharge
concerns is 90.4. Commenter states that the Plant Greene County pond
was constructed over 5 decades ago and the pond does not meet the
specifications required under current regulations for the proper
disposal of CCR. Commenter states that the ash pond was constructed
without any currently acceptable form of bottom liner, leaving the CCR
and its toxic constituents to leach into groundwater, the average level
of which is less than 5 feet below the pond.
Commenter states that a stream named Big Slough was essentially cut
in half by the construction of Plant Greene County, its CCR pond, and
its barge canal in the mid-1960s. Commenter states that the Big Slough
and surrounding wetlands throughout the middle of this large river bend
were buried beneath and contaminated by toxic CCR. Big Slough continues
to flow from the west side of the CCR pond to the southwest into
Backbone Creek, which flows into the Black Warrior downriver. Commenter
states that the CCR pond is surrounded by a large earthen dike that
contains over fifty years-worth of toxic CCR waste, now estimated to be
10.3 million tons. Commenter states that capping CCR in place at Plant
Greene County will not erase the very real connection that exists
between Alabama Power's toxic CCR, Big Slough buried underneath it, the
wetlands and floodplain it was constructed in, and the groundwater it
sits in. All of this water is dynamic, flowing and moving constantly,
creating an ongoing pathway for continued contamination of groundwater
throughout the area, local streams, wetlands, and the lower Black
Warrior River.
Commenter states that the deficiencies in the construction of the
ash pond at Plant Greene County have damaged the groundwater below and
around the pond. Commenter states that Alabama Power's own testing
demonstrates that the groundwater is contaminated with arsenic, cobalt,
and lithium concentrations that exceed levels deemed safe by EPA.
Commenter states that arsenic levels in the groundwater at Plant Greene
County have been measured at levels up to 7.5 times greater than the
action level determined by EPA. Commenter states that every semi-annual
groundwater sampling event at Plant Greene County since Alabama Power
began testing has shown levels of pollutants that exceed GWPS.
Commenter states that without the effective removal of the CCR waste,
the contamination of ground and surface water at Plant Greene County
will continue for decades.
Commenter states that the CCR pond at Plant Miller was originally
constructed in the late 1970s, and the primary dike impounding the CCR
disposal facility stands at 170 feet tall and 3,300 feet long, or about
0.625 miles, creating an unlined pond that occupies approximately 321
acres and is located near Quinton, Alabama. Commenter states that
Alabama Power built the Plant Miller Ash Pond on the bank of the Locust
Fork of the Black Warrior River and it was constructed to contain a
maximum of 22,000,000 cubic yards of CCR. Commenter states that the
pond now holds more than 18,500,000 cubic yards, and discharges
wastewater at a rate of approximately 11.5 million gallons per day
(MGD). Commenter states that the CCR disposal facility at Plant Miller
was constructed prior to modern regulations and does not meet current
regulatory safety requirements. The commenter states that the pond does
not have a bottom liner to prevent toxic CCR leachate from
contaminating the underlying water table, which is located less than 5
vertical feet from the base of the bottom of the pond. Commenter states
that two unnamed tributaries (UTs) to the Locust Fork of the Black
Warrior River were partially buried when Alabama Power constructed its
CCR pond at Plant Miller in the late 1970s. Commenter states that the
West UT's three headwater streams were buried beneath the toxic CCR
waste repository and the South UT's headwater reaches were also buried.
Essentially, the upper half of each stream's watershed was buried by
Alabama Power's CCR. Commenter states that both streams were filled
with large dams made of clay, soil, and rock fill, and the dam is
approximately 170 ft. tall at its highest point, and over 3,300 ft.
long. The commenter states that the dam connects to a large earthen
dike that flanks the southwest side of the ash pond and that the dike
holds back the ponded water along the entire western side of the ash
pond and all of the 18.5 million tons of toxic ash deposited there
since the 1970s, which looms over the remaining lower reaches of the
UTs and the Locust Fork below. Commenter states that capping CCR in
place at Plant Miller will not erase the very real connection that
exists between Alabama Power's toxic CCR, the two streams buried
underneath it, and the groundwater it is sitting in. All of this water
is flowing and moving constantly, creating an ongoing pathway for
continued contamination of groundwater throughout the area, local
streams, and the Locust Fork. Commenter states that these fundamental
deficiencies in the facility construction have led to significant
contamination of groundwater in the area surrounding the pond.
Commenter states that groundwater monitoring at Plant Miller
demonstrates contamination but the full extent of which is still
unknown.
Commenter states that Alabama Power's Plant Gorgas is located in
Walker County, Alabama, near the town of Parrish, where Baker Creek
flows into the Mulberry Fork of the Black Warrior River. Commenter
states that after more than 100 years of generating electricity by
burning coal, Plant Gorgas was decommissioned on April 15, 2019.
Commenter states that Alabama Power disposed of CCR in several
different areas around the facility and that the largest of these ash
dumps, the primary CCR pond known locally as Rattlesnake Lake, has
received the bulk of the electric plant's CCR waste over the last 60+
years. Commenter states that the
[[Page 48795]]
facility's gypsum pond, which has only been in operation for about 14
years, also receives some CCR residue mixed with spent gypsum from the
plant's air pollution emissions scrubbers, and Alabama Power has used
three onsite landfill structures for additional CCR disposal, one each
for bottom ash, fly ash, and gypsum. Commenter states that the primary
CCR disposal facility for the waste created at Plant Gorgas
(Rattlesnake Lake) is a 420-acre impoundment on the opposite bank of
the Mulberry Fork from the electric generating facility. Commenter
states that it was constructed in 1953 as a cross-valley dam blocking
Rattlesnake Creek. Currently, the dam stands at about 140 feet above
the elevation of the river below. Commenter states that as of a May 1,
2018, inspection, Rattlesnake Lake contained approximately 25 million
cubic yards of CCR, according to documents published on the power
company's website. Commenter states that the Rattlesnake Lake was
constructed without the minimum 5-foot buffer between the base of the
CCR unit and the uppermost limit of the uppermost, underlying aquifer
and it was also constructed without any bottom liner to prevent
contamination of the underlying aquifer. Commenter states that
Rattlesnake Lake does not meet current State and Federal regulations
and that it must be safely and permanently closed without ash sitting
in groundwater, just like the ash ponds at Plants Miller and Greene
County.
Rattlesnake Creek was dammed by Alabama Power in the early 1950s to
form Rattlesnake Lake for CCR waste storage. The majority of the creek
and its tributaries are impounded as a result. Only the tail end of the
creek remains below the dam before it flows into the Mulberry Fork.
This part of the creek is a slough due to being part of the Mulberry
Fork's reservoir effect caused by Bankhead Dam far downstream on the
Black Warrior River.
Commenter states that Alabama Power elected cap-in-place as its
preferred method for closing the ash pond at Plant Gorgas. However,
Alabama Power announced plans do not seem to take into account the
inherent difficulty in removing the water from a continuously flowing
creek that drains a watershed of over 1,300 acres. Commenter states
that the plans do not address exactly how the left-over CCR will be
separated from the natural course of Rattlesnake Creek. Instead,
according to commenter, the plans simply state the CCR will be
consolidated to an area somewhat smaller than its current footprint and
covered with a low-permeability liner. Commenter states that Alabama
Power has not indicated any form of protective bottom liner will be
employed to prevent future contamination of groundwater. Commenter
states that Alabama Power's monitoring has detected contamination of
arsenic, lithium and molybdenum in the underlying aquifer.
Commenter states that capping CCR in place at Plant Gorgas'
Rattlesnake Lake will not erase the very real connection between
Alabama Power's toxic CCR, the creek buried underneath it, and the
groundwater it is sitting in. Commenter states that all of this water
is flowing and moving constantly, creating an ongoing pathway for
continued contamination of groundwater throughout the area, local
streams, Rattlesnake Creek, and the Mulberry Fork. Commenter states
that a flowing creek, fed by groundwater and springs, cannot be
dewatered. Commenter maintains that no matter what Alabama Power
endeavors to do at Rattlesnake Lake, leaving toxic CCR in place there
will cause continued intermingling of ash waste with the creek and
groundwater for future generations to deal with.
Commenter maintains that using cap-in-place in these circumstances,
as allowed by the closure plans approved under ADEM's deficient
regulatory program, also fails to address the threat of a potential
catastrophic dam failure or release of ash at all three facilities on
the Black Warrior River. Commenter states that over 55 million cubic
yards of CCR are stored along the banks of the Black Warrior River at
the facilities and that improper maintenance or the possibility of
extreme weather events or natural disasters damaging the dike and/or
dam systems could result in breaches or failures that could release
massive quantities of toxic CCR into the river. Commenter states that
the Federal CCR regulations require a risk assessment evaluation at CCR
ponds (40 CFR 257.73), and the ash ponds at Plant Greene County and
Plant Miller were classified as a Significant Hazard, meaning that dam
failure or improper operation of the facility would likely result in
significant economic loss or environmental damage. Commenter states
that the dam at Plant Gorgas was assessed as a High Hazard Potential,
meaning that in addition to economic loss and environmental damage, dam
failure would also likely result in the loss of human life. Commenter
states that the inundation maps provided by Alabama Power (available to
EPA) depict the areas that could be flooded with CCR and contaminated
water under current conditions at the ponds in the event of such a
catastrophe. Commenter states that the inundation maps demonstrate that
failure at any one of the three facilities would be devastating to the
river and the surrounding communities.
Commenter states that even after final pond closure, the remaining
ash will continue to be located in close proximity to the underlying
aquifers and will likely intermingle with the groundwater table at
times. Commenter states that Alabama Power's Assessment of Corrective
Measures (ACM) filed with ADEM for all three facilities propose to
address the groundwater contamination primarily with a process known as
monitored natural attenuation (MNA). Commenter states that the selected
remedy of MNA here means that the Company will continue to monitor
groundwater while allowing natural chemical and physical processes in
the subsurface environment to remove, dilute, or immobilize the
contaminants. Commenter states this means that Alabama Power will do
little to treat the groundwater contamination on site or in the
surrounding environment, other than adopt a wait-and-see attitude with
possible (not guaranteed) future actions. Commenter states that the
ACMs contemplate several other potentially viable corrective measures,
but the Company has not committed to employing these measures,
asserting that one or more of these technologies may be used as
adaptive site management as a supplement to the selected remedy, if
necessary.
Commenter states that EPA guidance (2015) \24\ recommends a four-
tiered approach should be used to establish whether MNA can be
successfully implemented at a given site. Commenter states that the
first step is to demonstrate that the extent of groundwater impacts is
stable, and that the Company has failed to do at all three facilities.
Commenter states that, second, Alabama Power should determine the
mechanisms and rates of attenuation, and that the Company has failed to
do that. Third, Alabama Power should determine if the capacity of the
aquifers is sufficient to attenuate the mass of constituents in
groundwater and that the immobilized constituents are stable. Id. The
fourth and final step is for Alabama Power to design performance
monitoring programs based on the mechanisms of attenuation and
establish contingency remedies (tailored
[[Page 48796]]
to site-specific conditions) should MNA not perform adequately.
Commenter states that Alabama Power failed to take these steps.
---------------------------------------------------------------------------
\24\ U.S. EPA. Use of Monitored Natural Attenuation for
Inorganic Contaminants in Groundwater at Superfund Sites. Office of
Solid Waste and Emergency Response (OSWER). August 2015.
---------------------------------------------------------------------------
Commenter states that Alabama Power has yet to demonstrate how MNA
will work, evaluate whether it is a feasible remedy based upon site
specific conditions at all three facilities or even analyze whether the
aquifer has sufficient capacity to absorb all the toxic CCR pollution.
Commenter states that even without these assurances, the ACMs note that
the process of MNA could take two decades or more after final closure
to allow contaminants to bleed out of the source and move through the
groundwater into the environment so that the groundwater monitoring
will begin to measure levels that meet GWPS, meaning that it may be
2045 or later before the CCR contaminants have moved out of the
measured groundwater sites into the surrounding environment, even
generously assuming MNA could even work here.
Commenter states that EPA's Proposed Denial correctly points out
multiple additional deficiencies with the Company's selection of MNA as
a proposed remedy at all three facilities, with ADEM's permitting of
the ash pond closure at all three facilities with deficient ACMs, with
ADEM's oversight of the selection of remedial measures, with Alabama
Power's implementation of groundwater monitoring and ADEM's oversight
of groundwater monitoring. The commenter agrees with the Agency's
assessment on each of these points.
Commenter supports EPA's Proposed Denial of Alabama's CCR
regulatory program 100%. Commenter states that but for Federal
oversight of CCR pollution, Alabama's citizens would have absolutely no
data about the danger that CCR pollution presents to public health and
the environment. Commenter states there was no meaningful groundwater
monitoring performed at Alabama CCR sites and no public data about the
migration of dangerous CCR contaminants into adjacent ground and
surface waters until the Federal CCR regulations required it.
Commenter states that Alabama rushed to submit its own CCR
regulatory program, a program that EPA has correctly found fails to
meet Federal standards. Commenter states that it is important to
realize that Alabama submitted its regulatory program not to protect
people and special places from CCR pollution but to protect Alabama
Power. Commenter states that they filed technical comments every step
of the way during Alabama's development and implementation of its
flawed CCR program. Commenter states that the State failed to follow
the data, the science, and the law to develop a protective regulatory
scheme that would require Alabama Power to clean up the CCR pollution
that the power company's own sampling shows is contaminating Alabama's
groundwater, rivers, and streams. Commenter made many of the same
arguments that EPA made in support of its meticulously supported
Proposed Denial.
Commenters state that despite the irrefutable evidence that leaving
CCR in primitive unlined pits does not stop water pollution or mitigate
risks of spills during extreme weather events, ADEM chose to stubbornly
persist with its dangerous and deficient regulatory program. Commenter
states that Alabama's program unlawfully allows CCR to remain saturated
by groundwater after closure; fails to require appropriate groundwater
monitoring; and permits Alabama Power to delay indefinitely the
implementation of measures to remediate documented groundwater
pollution. Commenter states that without EPA's Proposed Denial of
Alabama's CCR program, the State's residents and special places would
be at the mercy of a substandard regulatory system that ignores the
documented dangers of CCR. According to commenter, Alabama Power
forecasts rate increases that will be implemented if the power company
is forced to comply with the rule, increases that will hit hardest in
Alabama's poor communities. Commenter maintains that Alabama Power has
earned more than $1 billion in profits from 2014-2018 compared to the
industry average, and that for over a decade, Alabama's residential
electricity bills have been in the top three highest in the nation
while Alabama Power banked higher profits than comparable electric
utilities in other southern States. Commenter states that Alabama Power
earned a 38% higher profit margin than sister company Georgia Power,
and that the people in Georgia have electric bills averaging $134.11
per month, people in Mississippi average $135.31, and Alabamians
averaged $147.75 in 2021, according to the most recent available data
from the U.S. Energy Information Administration, up from $143.95 in
2020. Commenter states that Alabama Power's return on average equity
(ROE) for 2018 to 2020 was 12.76 percent. Commenter states that in
comparison, Florida Power & Light earned 11.39%, Mississippi Power
11.11%, Duke Energy Carolinas 9.37%, Georgia Power 9.24% and Louisville
Gas & Electric 8.67%. Commenter asserts that if Alabama Power's ROE had
instead been the average for the industry, Alabama Power customers
would have saved $1.02 billion since 2014. Commenter states that if
Alabama Power puts its record profits toward cleaning up CCR to comply
with the 2015 CCR Rule, it can limit the impact of rate increases on
its poorest customers.
Commenter also states that Alabama Power insists that it will have
to implement a logistically challenging trucking scheme to dispose of
its CCR in remote landfills, but that this argument is another red
herring. Commenter states that power companies in Virginia, North
Carolina, South Carolina, Tennessee, and Georgia have built upland
lined landfills to properly dispose of their CCR. Alabama Power, as one
of the largest landowners in the State, will surely do the same to
limit the costs of cleaning up CCR. Alabama Power has constructed and
operated other landfills and there is no reason to expect it will not
do the same here. For all of the reasons cited in this letter, as well
as all of the reasons stated in EPA's proposed rule, commenter believes
that the Agency has taken the appropriate action in proposing to deny
the State of Alabama's application for a State CCR permit program.
Response: EPA agrees that closure with waste in place in the
groundwater without taking measures to ensure that liquid does not
enter the units or that free liquids and contaminants do not migrate
out of the unit after closure is inconsistent with the Federal CCR
regulations. EPA also agrees that permits allowing such closure are not
as protective as the Federal CCR regulations require and that such
units pose a potential ongoing hazard to human health and the
environment. EPA also agrees that Alabama's CCR permits do not
adequately implement corrective action.
10. Comments Opposed to EPA's Application of the Closure Performance
Standards
Comment: Commenters state that EPA's current ``no waste below the
water table'' interpretation is based on three terms: infiltration,
future impoundment, and free liquids. Commenters state that just as the
word ``groundwater'' does not appear in the close-in-place regulations,
none of these three terms appears in EPA's groundwater regulations, nor
does any of the text around them refer to groundwater. Commenters state
that these terms have meanings that easily harmonize with the purposes
and goals
[[Page 48797]]
of facility closure, which are primarily to achieve a stable and secure
base and to install a protective cover.
Commenters state that a protective cover that is designed and
installed to EPA's specifications repels stormwater to prevent it from
infiltrating downward into the waste, where it could become a source of
leachate. Commenters note that this is not to say that some other
source of water (such as laterally flowing groundwater) cannot also
generate leachate, nor does ``infiltrate'' as a general vocabulary word
always refer to movement in a single direction. Rather, commenters
state that for over more than 40 years of usage under RCRA, in the
context of closing a waste facility in place, EPA has consistently used
the word ``infiltration'' to describe the potential for stormwater to
penetrate downward into the waste.
Commenters also discuss future impoundments and contend that ash is
dewatered and stabilized to ensure the closed unit maintains a slope,
so rainwater runs off. Commenters state that if not adequately pre-
stabilized, ash could settle over time and create a bowl or indentation
on top of the cap where rainwater could pond. Commenters note that the
longer impounded water stands on top of the ash, the greater the
possibility that the cap could fail and water could infiltrate
downward. Commenters assert that the obligation to prevent future
impoundment refers to the need to ensure the cap is adequately
supported and settlement of this nature does not occur.
With reference to free liquids, commenters assert that the
regulations require the free liquids that must be removed are the
relatively free-flowing liquids which otherwise could contribute to
instability and affect the cap. Commenters state that there has never
been an obligation to remove all liquids, nor is it true as a principle
of engineering that CCR or other waste must achieve a moisture content
of zero before it can be sufficiently stabilized. Commenters maintain
that stability is determined by engineers who investigate and perform
calculations according to well understood principles and procedures,
taking into account liquids that may be present and any other relevant
factors.
Commenters state that the terminology in the close-in-place
performance standard reflects concepts and functions that naturally
harmonize with the goals of facility closure. Commenters state that
there is no need to search for a groundwater-related purpose where none
is named, because a different division of EPA's regulations addresses
groundwater quality issues.
Commenters note that EPA has stated recently that it has
consistently held its current position on waste below the water table
since 1982, and it cites documents dating back to then that refer to
the need to address groundwater. Commenters do not dispute the
requirement to protect groundwater, but commenters maintain that, if
EPA had held a consistent position on this point since 1982, that means
EPA also must have had a relatively complete understanding of both the
closure and corrective action processes at that time. Commenters state
that, otherwise, EPA could not have determined which elements were
required for closure versus corrective action (or both) or identified a
specific engineering response as mandatory in a particular scenario
(such as waste below the water table). Commenters maintain that was not
the case in 1982. Commenter states that, for example, in 1998, EPA
described the history of hazardous waste regulations as follows:
The closure process in Parts 264 and 265 was promulgated in
1982, before the Agency had much experience with closure of RCRA
units. Since that time, EPA has learned that, when a unit has
released hazardous waste or constituents into surrounding soils and
groundwater, closure is not simply a matter of capping the unit, or
removing the waste, but instead may require a significant
undertaking to clean up contaminated soil and groundwater. The
procedures established in the closure regulations were not designed
to address the complexity and variety of issues involved in
remediation. Most remediation processes, on the other hand, were
designed to allow site-specific remedy selection, because of the
complexity of and variation among sites.
Commenters assert that this passage emphasizes the need for
remediation to address groundwater impacts, an unremarkable and
undisputed proposition. In terms of understanding the respective
purposes of closure and corrective action, the commenters contend that
the statement is contrary to the notion that EPA's views on the
selection of measures for remediation, whether at the time of closure
or otherwise, had already crystallized in 1982. Commenters state that
rather, according to the agency, EPA ``learned'' after then that it was
unwise if not impossible to mandate particular responses in advance or
from the top down without a ``site specific'' evaluation that accounted
for ``the complexity and variation among sites.''
Response: EPA does not agree with the commenter that the Agency has
incorrectly applied the Federal CCR regulations. Further, the comments
are substantively the same as comments submitted to EPA in response to
the proposed Part A decision for Gavin, and EPA responded to the
comment in the Response to Comments (RTC) for the final Part A decision
for Gavin. See e.g., Gavin RTC, pages 65 and 102. EPA adopts the
responses from Gavin for this final action. See also Gavin Final
Decision \25\ pages 24-41; 89 FR 38987-38995, 39077-39078.
---------------------------------------------------------------------------
\25\ Final Decision: Denial of Alternate Closure Deadline for
General James M. Gavin Plant, Cheshire, Ohio, EPA-HQ-OLEM-2021-0100
November 22, 2022.
---------------------------------------------------------------------------
Comment: Commenters assert that if EPA's interpretations are indeed
new--as is more likely the case--then it is clear that 2015 rules do
not require removal of CCR as a part of a closure-in-place closure, and
do not require the complete isolation of the CCR from all potential
sources of moisture in order to meet the performance standards required
as a part of the closure-in-place. Rather, these issues are addressed
as a part of the post-closure risk-based corrective action process, as
clearly contemplated in the 2015 rules.
Response: EPA disagrees that its interpretations of closure are new
and notes that EPA responded to comments that are substantively the
same in several instances, including in the RTC to the final Part A
decision for Gavin Final. See e.g., Gavin RTC pages 65 and 96. EPA
adopts the responses from Gavin in response to the comments. See also
Gavin Final Decision, pages 24-41.
Comment: Commenter ADEM states that it promulgated CCR regulations
in 2018 that reflect the same options for closure established by EPA.
Commenter states it has issued permits to Alabama Power approving the
Company's plans to close its ash ponds using the closure-in-place
method and Alabama Power has acted in accordance with those permits.
Commenter states that if closure-in-place is not available, the only
alternative is closure-by removal. Commenter states that as of the 3rd
quarter of 2023, Alabama Power estimates the costs of closure-in-place
to be $3.5B and that at the present time, closure-by-removal is
estimated to be three to five times more costly than closure-in-place.
Commenter states this is due to, for example, the associated cost of
excavation, transportation, and disposal in an offsite landfill
compared to the costs of closure-in-place.
Commenter states that not only are the costs associated with
closure-by-removal significantly higher and more burdensome to Alabama
citizens, but the timeframe to complete closure is also significantly
greater. Commenter states that Alabama Power has already completed
closure-in-place at one of its
[[Page 48798]]
plants, with the remainder projected to be completed by 2032 or
earlier. Commenter states that based on initial evaluations, closure-
by-removal can take anywhere from 16 years to 54 years, depending on
the plant site. Commenters state that in addition, the initial
evaluations assumed landfill sites within a reasonable proximity to
each plant would be readily available, but the commenter asserts this
has proven not to be the case, which may further extend the time
necessary to complete closure-by-removal.
Response: Comments do not provide support for the claimed costs of
closure by removal, which in any event, are not relevant under RCRA.
But, in any case, the differential cost of closure approaches does not
equate to a conclusion that EPA is improperly requiring all CCR surface
impoundments to close by removal. Nor does the cost of closure by
removal allow a facility to close a unit without concern for the
continued movement of liquid into and out of a unit closed with waste
in the water table. Instead, as EPA has repeatedly stated, whether any
particular unit can meet the closure in-place standards is a fact- and
site-specific determination that will depend on a number of
considerations, such as the hydrogeology of the site, the engineering
of the unit, and the kinds of engineering measures implemented at the
unit. Accordingly, the fact that, prior to closure, the base of a unit
intersects with groundwater does not mean that the unit may not
ultimately be able to meet the performance standards for closure with
waste in place. In other words, EPA is not mandating that a unit
submerged in groundwater prior to closure must necessarily close by
removal. Depending on the site conditions the facility may be able to
meet the performance standards in Sec. 257.102(d) by demonstrating
that a combination of engineering measures and site-specific
circumstances will ensure that, after closure of the unit has been
completed, the groundwater would no longer remain in contact with the
waste in the closed unit. See Gavin RTC page 103. See also Gavin Final
Decision pages 28-30.
Comment: Commenter states that EPA has approved closures with waste
below the water table. Commenter states that EPA's primary disagreement
with ADEM's implementation of the CCR program is the approval of
closures in place where waste (i.e., saturated ash) remains below the
water table. Commenter states that, under such circumstances, according
to EPA, the facility must either remove the waste below the water table
or execute certain as yet unspecified engineering measures. Commenter
also noted that EPA asserts that it has held the same view consistently
since the early 1980s as to waste at hazardous waste and municipal
solid waste facilities.
Commenter disagrees and states that, over a period of decades, EPA
has repeatedly approved the closure of sites with hazardous waste and
materials below the water table and found that such closures both
protected human health and the environment and complied with RCRA
subtitle C standards. Commenter states that EPA could not have approved
closures in this fashion if it had been impossible to protect human
health and the environment with waste below the water table or if a
closure in place under such circumstances violated RCRA closure
standards.
Commenter states that EPA approved these closures under the primary
authority of CERCLA, commonly referred to as the Superfund program.
Commenter states that section 121 of CERCLA imposes two important
statutory obligations. First, as under RCRA, EPA must ensure closures
protect human health and the environment. Second, ``[w]ith respect to
any hazardous substance, pollutant or contaminant that will remain
onsite,'' EPA must ensure that a CERCLA closure also complies with
``any standard, requirement, criteria, or limitation under any Federal
environmental law,'' explicitly including RCRA, that may impose a
``legally applicable or relevant and appropriate standard, requirement,
criteria, or limitation'' (which EPA references as ``ARAR''). Commenter
states that, thus, where EPA identified RCRA closure standards as ARARs
at a CERCLA site, EPA was under a statutory obligation to confirm
compliance with those standards, which applied the same terms and
concepts as those found in Sec. 257.102(d).
Commenter states that EPA's Superfund closures with waste below the
water table thus stand for two important propositions: first, if waste
remains below the water table, RCRA does not impose an absolute
requirement to close by removal or to implement any particular
engineering measures, nor does that circumstance necessarily preclude
protection of health or the environment; and second, even if those are
EPA's interpretations through these decisions, EPA repeatedly expressed
a contrary view in the past.
Commenter states that when EPA promulgated the CCR regulations in
2015, it was under an obligation to prepare a Regulatory Impact
Analysis (RIA) that included, among other things, an estimate of
compliance costs. Commenter states that the cost analysis prepared by
EPA ``assume[d] that all surface impoundments undergo closure as
landfills, meaning that surface impoundments are not excavated, nor is
their ash trucked off-site.'' Commenter states that EPA referred to the
cost of closure throughout the RIA as the ``capping and post-closure
monitoring costs,'' and EPA did not estimate the cost of excavation and
redisposal. Commenter states that EPA acknowledged in its Risk
Assessment for the final rule that some CCR impoundments ``come in
direct contact with the water table for at least part of the year.''
Commenter states that, if EPA knew some ash ponds had ash in contact
with groundwater and believed that its rule required closure by removal
(or some other special engineering response) in that scenario, then EPA
was required to include the costs of that response in the RIA.
Commenter states that the absence of consideration of costs of that
nature indicates that EPA did not believe closure in place was
necessarily prohibited or that measures beyond those currently planned
at Alabama facilities were required for units with ash below the water
table.
Response: EPA does not agree with the commenter's assertion that
all CERLA actions constitute a determination by EPA that a selected
remedy meets all requirements of RCRA, and therefore the existence of
Superfund cleanup decisions that allow waste to remain in place in
groundwater at certain sites means that RCRA generally allows closure
with waste remaining in groundwater. The quotations provided in the
comments are incomplete and strung together by words not found in the
statute (see section 121 of CERCLA). This inaccuracy, combined with the
lack of consideration of the specific facts and circumstances at the
Superfund sites with remedy documents referenced in Attachment 2 of the
comment,\26\ render the commenter's conclusions flawed.
---------------------------------------------------------------------------
\26\ Comment submitted by Energy Institute of Alabama, Docket
ID: EPA-HQ-OLEM-2022-0903-0182.
---------------------------------------------------------------------------
CERCLA is a risk-based cleanup program that does not require that
RCRA standards be met in all cases. CERCLA requires consideration of
costs in selecting remedies. Additionally, CERCLA cleanups can be
divided into portions (i.e., operable units) which approach cleanups
from multiple perspectives to address risks. This means that a remedy
selected for a landfill could leave waste in place, even if it had some
contact with groundwater,
[[Page 48799]]
but engineering controls that would be required by RCRA (e.g., to
prevent groundwater contact with waste) could be required in a remedy
selected for another operable unit (e.g., a contaminated groundwater
plume).
Attachment 2 referenced by the commenter does not provide any
information about the remedies selected in the Records of Decision
(RODs) listed. It does not indicate whether RCRA was considered an ARAR
in the RODs, whether the remedies selected in the listed RODs included
engineering controls to control, minimize or eliminate post-closure
infiltration of groundwater into the waste and releases of
contaminants, or whether there were other operable units with selected
remedies at these sites whose remedies may have required these
controls. In any case, the commenter's attempt to rely on a handful of
CERCLA RODs to demonstrate the proper interpretation of the
requirements in the CCR regulations is not reasonable.
Regarding the comment about the RIA, the conclusions in the risk
assessment and the RIA were based on the factual scenarios EPA believed
were most likely to occur. See Gavin RTC page 69. Simply put, at the
time the risk assessment and the RIA were developed, EPA had not been
made aware by any facility that a significant proportion of unlined CCR
surface impoundments were constructed in groundwater several feet deep.
No commenter during the 2015 rulemaking identified the prevalence of
such conditions, or even noted their existence. Thus, the RIA was based
on the best information EPA had at the time, and unfortunately, the
regulated community did not provide this information to EPA when
commenting on the 2015 rule. To now argue that underestimates in the
RIA should dictate how the regulation must be interpreted is
unreasonable, particularly because their interpretation would mean the
regulations fall short of the statutory mandate, as explained in
Utility Solid Waste Activities Group v. EPA, 901 F.3d 414 (D.C. 2018).
B. Comments on EPA's Technical Evaluation of Alabama CCR Permits
1. Comments Opposed to EPA's Evaluation of CCR Permits Issued by ADEM
Comment: Commenter TVA states that it is committed to meeting its
obligations associated with the Federal CCR regulations and ADEM's CCR
regulations at the Colbert Plant and in so doing continuing to protect
human health and the environment and the commenter disagrees with EPA's
observations and assumptions about ADEM's permit decisions as discussed
in Unit VI.
Commenter states that the Colbert Plant was retired in 2016 and
that closure of Ash Disposal Area 4 (also known as Ash Pond 4 (AP-4))
was completed in 2018 in accordance with the Federal CCR regulations
and State requirements. Commenter states that Ash Disposal Area 4 was
investigated pursuant to the requirements of the Federal CCR
regulations and the First Amended Consent Decree between ADEM and TVA.
Commenter maintains closure was based on site-specific data and that it
is protective of human health and the environment. Commenter notes that
there is more work ongoing to address the limited groundwater impacts
from Ash Disposal Area 4, but no remedy has been selected, or approved
by ADEM, at this time. Commenter states that ADEM has requested more
site-specific data and evaluations to support remedy selection.
Commenter states that once a remedy is selected and approved by ADEM,
TVA will implement that remedy and continue to monitor the unit as the
groundwater reaches and maintains GWPS. Commenter asserts that it will
adjust the remedy and unit, if needed, to maintain compliance with
performance standards with the oversight of ADEM.
Response: The commenter describes actions that must be taken beyond
the terms of the applicable CCR permit record in order for the facility
to be in compliance with the Federal CCR regulations. However, the fact
that necessary actions are not reflected in, or required by, the permit
supports EPA's conclusion that Alabama's CCR program is not as
protective as the Federal CCR regulations. Specifically, the commenter
provides information about actions TVA is taking to collect additional
site-specific data and select a remedy. However, this data collection
is not required in the final permit issued by ADEM, and the permit
provides no deadline for remedy selection. Thus, TVA can be in
compliance with its permit without collecting additional data and
taking an indefinite amount of time to select a remedy. While this
inaction would result in compliance with the permit, it would not
achieve compliance with the Federal regulations. See additional
discussion of this practice on pages 55241-55242 of the Proposed Denial
where EPA states, ``What the permittee is required to do in order to
achieve compliance with the regulations must be determined prior to
final permit issuance, because the permit must contain these
requirements.'' The Colbert permit is thus not as protective as the
Federal CCR regulations, regardless of any voluntary actions the
facility may be taking.
The facts demonstrate that the permit is not sufficiently
protective because Colbert has for several years collected data to
conduct an ongoing study without specific objectives, but that study
has still not yet resulted in selection of a remedy; nor does the
permit provide a deadline for remedy selection. While this protracted
study without remedy does not appear to violate the permit, it is
neither consistent with nor as protective as the Federal CCR
regulations. Specifically, 40 CFR 257.96(a) requires the ACM be
completed within 180 days unless a 60-day extension is warranted.
Remedy selection is required as soon as feasible, but no less than 30
days after the results of the ACM are discussed in a public meeting
with interested parties. See 40 CFR 257.96(e) and 257.97(a). EPA does
not agree that permits that allow continued data collection without
enforceable requirements (e.g., a permit that includes the regulatory
deadlines) to select and implement a remedy are consistent with these
requirements. Instead, such permits, if issued pursuant to an approved
State program, would shield the permittee from enforcement of the
Federal corrective action provisions while releases continue to migrate
from the CCR unit. Thus, the Colbert permit is not as protective as the
Federal CCR regulations. In addition, EPA's review of Alabama's permits
shows that open ended corrective action is common among the facilities
permitted by ADEM, which supports EPA's conclusion that the State's
program does not require each CCR unit in the State to comply with
standards at least as protective as the Federal regulations.
Comment: Commenter states that EPA conjectures that ADEM has
approved a monitoring plan with an insufficient number of monitoring
wells at necessary locations and vertical depths to ensure that all
potential pathways have been monitored. Commenter says that EPA further
asserts that bedrock monitoring wells have not been installed at the
downgradient boundary as required by 40 CFR 257.91(a)(2) and that some
wells are located up to hundreds of feet away from the boundary and on
the other side of Cane Creek. Commenter maintains that this leads EPA
to conclude that ADEM issued a final permit that approved the bedrock
monitoring wells to not be installed at the waste boundary as required
by Federal CCR regulations.
[[Page 48800]]
Commenter states that the Colbert monitoring system was designed
and approved by ADEM by considering site-specific technical information
as required by 40 CFR 257.91(b), and the commenters asserts that EPA
apparently ignored the information. The commenter maintains that EPA
fails to consider that some monitoring wells at the facility were
installed prior to implementation of the CCR program and not directly
at the unit boundary. Commenter maintains that the geophysical methods
confirmed fractures present at these locations, implying an existing
connection to the CCR unit, and because of the high hydraulic
conductivity in karst due to the presence of preferential pathways,
commenter asserts that it is appropriate to assume that groundwater
samples from these monitoring wells located beyond the boundary should
accurately represent the quality of water that passes it. Commenter
states that additionally, some specific well locations were chosen
based on anomalies detected from surface geophysical (electrical
resistivity) investigations to target areas with preferential pathways.
Commenter states that EPA also references monitoring wells located on
the opposite side of Cane Creek from the CCR unit. Commenter maintains
that Cane Creek is recharged by water from the alluvium, and
groundwater within the bedrock aquifer is expected to flow beneath the
creek. Commenter states that ADEM's approval of the Colbert monitoring
system was based on its review and understanding of the entirety of
information and data available for the site.
Response: EPA disagrees with the commenter's explanation as to why
a sufficient number of bedrock compliance wells were not installed at
the downgradient waste boundary. While EPA appreciates the efforts of
TVA and ADEM to design and approve a monitoring program before
implementation of the CCR program, the Federal CCR regulations were
published in April 2015. Therefore, ADEM has had nearly nine years to
require and approve modifications to the groundwater monitoring system
to ensure that the requirements outlined at Sec. 257.91(a)(2) were
met.
EPA also disagrees with the commenter's technical rationale for not
installing additional compliance bedrock wells at the downgradient
waste boundary. The regulation specifies that ``[t]he downgradient
monitoring system must be installed at the waste boundary that ensures
detection of groundwater contamination the uppermost aquifer.'' 40 CFR
257.91(a)(2). The fact that the facility may have installed wells
farther away that also accurately represent the quality of groundwater
passing the waste boundary of the CCR unit does not satisfy the
requirement for a system at the waste boundary. As explained in the
2015 final rule, wells installed at the waste boundary ensure early
detection of contamination so that corrective measures can be
implemented to protect sensitive receptors. In short, wells installed
at the waste boundary ensure that worst case contamination is detected
as quickly as possible. At AP-4, COF-111BR is the sole bedrock well
installed at the downgradient waste boundary. This well alone does not
represent the quality of groundwater passing the entire downgradient
waste boundary of the CCR unit, especially since groundwater
contamination has been identified in this well and the cross-gradient
bedrock well COF-114BR. Furthermore, according to the commenter, the
reason for installing downgradient bedrock wells so far away from the
waste boundary was because geophysical methods confirmed fractures and
preferential pathways, implying an existing connection to the CCR unit.
While those connections serve as potential contaminant pathways, given
the lack of bedrock wells installed at the downgradient waste boundary,
it is unclear if those are the only contaminant pathways that exist in
the bedrock. The permit record, even with the additional comments
submitted on the Proposed Denial, does not demonstrate that all
potential contaminant pathways are being monitored. As written, the
permit is less protective than the Federal requirements at Sec.
257.91(a)(2).
Comment: Commenter disagrees with EPA's position with respect to
the screened or open intervals of monitoring wells and argues that
site-specific technical information was considered during the design
and approval of this monitoring well system. Commenter states that for
monitoring wells COF-111 and COF-111BR, the shallow screened interval
and the larger open borehole interval were targeted zones to ensure the
presence of groundwater for monitoring. Commenter states that the ``57-
foot vertical gap'' as described by EPA consists of a fat clay from a
depth of 18 feet to approximately 60 feet and competent un-fractured
limestone bedrock from 60 feet to 77 feet, both of which would likely
not be a productive zone. Commenter maintains that it is also important
to note that the zone within this ``gap'' should not be connected to
the zone monitored by monitoring well COF-111BR to prevent cross-
contamination. Commenter concludes that EPA has failed to consider the
holistic battery of information and technical data in its post-issuance
review of the Colbert Permit.
Response: EPA acknowledges the additional information provided by
the commenter; however, it does not change EPA's assessment that
critical zones are left unmonitored at COF-111 and COF-111BR. While the
presence of a fat clay down to 60 feet may partially explain the
rationale for a long casing, as EPA pointed out in its Proposed Denial,
transition zones in karst environments such as residuum to epikarst and
epikarst to ``unweathered'' bedrock are critical zones to monitor for
potential contamination because the groundwater hydraulics at these
transition zones are often complex. Therefore, it's EPA assessment that
the transition from fat clay to ``un-fractured limestone bedrock'' is a
potential contaminant pathway, especially considering that nearly all
the downgradient compliance wells are not installed at the waste
boundary. In other words, there is not sufficient evidence from other
properly located compliance wells to rule out monitoring this
transition zone.
Comment: Commenter states that EPA discusses four CCR facilities in
Alabama for the proposition that ADEM has approved permits for
facilities that are allegedly violating Federal standards. Commenter
asserts that EPA has not identified any harm to human health or the
environment at these facilities, nor has EPA provided evidence of risk
of exposure to CCR constituents at harmful levels.
Commenter states that EPA's discussion of the Greene County ash
pond provides a helpful example of how closure under a permit issued by
ADEM addresses the kind of risks RCRA authorizes EPA to address.
Commenter states that EPA describes various elements of the closure
plan as reflected in the ADEM-approved permit and finds that the
closure plan allows water to remain in contact with some ash within the
disposal unit. Commenter states that fact alone is not direct evidence
of any potential for harm to health or the environment, and to the
contrary, the closure elements discussed by EPA show an effective plan
for source control. Commenter states that CCR at Greene County will be
consolidated into a smaller area within the original dikes, held in
place by engineered soil containment berms, covered by a low-
permeability artificial cover, and surrounded below the surface by a
[[Page 48801]]
slurry wall. Commenter states that EPA stated in the Proposed Denial
that ``a barrier wall keyed into the low permeability Demopolis Chalk
will be installed around the perimeter of the consolidated CCR material
to create a hydraulic barrier that limits the movement of interstitial
water through the constructed interior dike and existing northern
dike,'' and asserts that EPA found ``[t]his hydraulic barrier will be
connected to the geomembrane of the final cover system.''
Commenter argues that EPA thus acknowledges that the CCR at Greene
County will be surrounded on all sides by features that completely
separate the ash within the boundaries of the ash unit from the
surrounding natural environment: on top by the cover system, on the
sides by containment berms and subsurface barrier walls, and on the
bottom by the Demopolis Chalk. Commenter states that EPA's analysis
does not question the efficacy of any of these features. Commenters
states as an example that EPA did not conclude that the cover or slurry
wall will not perform as expected or that the Demopolis Chalk will not
serve as an effective barrier to contaminant migration.
Commenter states that all of these protections are in addition to
the removal of free-standing water from the pond. Commenter states that
EPA has observed:
EPA's risk assessment shows that the highest risks are
associated with CCR surface impoundments due to the hydraulic head
imposed by impounded water. Dewatered CCR surface impoundments will
no longer be subjected to hydraulic head so the risk of releases,
including the risk that the unit will leach into the groundwater,
would be no greater than those from CCR landfills.
Commenter states that EPA estimates that 640,000 cubic yards will
remain saturated post-closure. Commenter states that, assuming that
number to be accurate, that amounts to roughly 6% of the total volume
of ash, which is approximately 10,300,000 cubic yards. Commenter notes
that historically all of the ash at Greene County was more or less
fully saturated and there was also a sizable area of free-flowing
ponded water. Commenter states that as the volume of water in the pond
is reduced, the hydraulic head that drove exceedances in the past will
be similarly reduced.
Commenter states that after the driving force behind exceedances
(i.e., free standing water and most other liquid) is removed,
infiltration of stormwater is contained, and source control is
achieved, the most reasonable conclusion based on the evidence is that
post-closure migration of constituents from ash to the environment will
cease. Commenter states that its assessment is backed by detailed
analyses prepared by qualified and licensed professional engineers and
geologists, which was submitted to ADEM and is publicly available on
the internet in closure and corrective action documentation. Commenter
concludes that the available evidence therefore indicates that CCR and
its constituents will be safely contained in a manner that suggests
``no reasonable probability of adverse effects on health or the
environment.'' Commenter states that EPA offers no evidence or even a
theory of how appendix IV of part 257 constituents could move from ash
inside the Greene County ash pond through the post-closure containment
barriers and into the surrounding environment. Commenter asserts that
EPA's discussion of the Colbert, Gadsden, and Gorgas facilities
similarly lacks any plausible linkage from the ash ponds to a
discernible risk of impacts to drinking water or ecological receptors.
Response: In the Proposed Denial, EPA acknowledges that the closure
design outlined in the Closure Plan (Plan) at Plant Greene County could
be implemented to be consistent with the Federal requirements. However,
EPA's concern is that ADEM approved a Closure Plan without adequate
details explaining how the closure requirements would be met,
especially with respect to the saturated CCR that will remain in the
unit. Essentially, EPA conducted the saturation analysis that ADEM
should have required Alabama Power to complete. With that information
ADEM may have been able to issue a permit specifying what the facility
needed to do to meet the closure requirements or required the facility
to submit a revised closure plan. ADEM did neither, and as a
consequence, there is no binding and enforceable provision in the
permit that requires the facility to comply with the closure
performance standards. See Proposed Denial pages 55270-74.
EPA continues to believe that in many respects, the outlines of the
closure presented in the Plan could be implemented to be consistent
with the Federal requirements; however, ADEM approved the Plan without
requiring Alabama Power to provide the information necessary to confirm
that several critical closure requirements--which were not addressed or
were insufficiently described--would be met. Specifically, neither the
Closure Plan nor other materials in the Permit Application addressed
how the performance standards in Sec. 257.102(d)(2) will be met with
respect to the saturated CCR that it appears will remain in the base of
the consolidated unit. The Permit could either have specified what the
facility needs to do to meet the requirements, or ADEM could have
required the facility to submit a revised Closure Plan. ADEM did
neither, and as a consequence, there is no binding and enforceable
provision for the facility to comply with these performance standards.
In essence, ADEM has issued a permit that allows the facility to decide
whether to comply with Sec. 257.102(b) and (d)(2), rather than
``requiring each CCR unit to achieve compliance with'' those
provisions. 42 U.S.C. 6945(d)(1). Thus, while the closure plan for
Plant Greene County may meet the Federal CCR regulations, the State CCR
permit does not on its face require the necessary measures, so the
permit is flawed even if closure actually complies with the Federal CCR
regulations. In any case, EPA also identified groundwater monitoring
and corrective action issues with the Plant Greene County permit, and
neither the comments on the Proposed Denial or the State CCR permit
record address those issues.
Further, Plant Greene County is not an adequate representation of
closure plans for the other Alabama CCR permits discussed in the
Proposed Denial because none of the other Alabama CCR permit closure
plans require the types of measures that Plant Greene County plans to
install (e.g., a slurry wall) to ``control, minimize or eliminate, to
the maximum extent feasible, post closure infiltration of liquids into
the waste and releases of CCR leachate, or contaminated run-off to the
ground or surface waters or to the atmosphere'' and to ``preclude the
probability of future impoundment of water, sediment, or slurry.'' See
40 CFR 257.102(d)(1)(i) and (ii). In fact, the other permits do not
adequately address those requirements or explain why it is not feasible
to take some measure to prevent the flow of liquids into and out of the
closed CCR units indefinitely. The lack of such analyses in the permit
records further supports EPA's conclusion that Alabama's CCR permit
program is not as protective as the Federal CCR regulations.
Finally, EPA disagrees that the permits ensure that contamination
from the closed surface impoundments does not pose a hazard to human
health or the environment. It is not possible to draw this sort of
broad conclusion from the permit records because the monitoring well
networks at those facilities discussed in the Proposed Denial are
deficient and there are likely unmonitored potential contaminant
[[Page 48802]]
pathways that still exist. Further, in the preamble to the 2015 Federal
CCR regulations, EPA explained the value of protecting groundwater as a
resource, regardless of whether there are currently any nearby human
receptors, and the Federal CCR regulations do not require such a
finding before requiring corrective action. 80 FR 21452. See response
to comment below.
Comment: Commenter states that EPA does not allege any conditions
that cause harm to human health or the environment in the Proposed
Denial. Commenter states that EPA does not identify any source of
drinking water that has been impacted from an ash pond, nor does EPA
assert that arsenic or any other CCR constituent is exposed to any
habitat, fish, or wildlife in harmful concentrations. Commenter states
that EPA provides no evidence that there is any risk of such harms
developing at any site in Alabama. Commenter states that before source
control at Plant Lowman is achieved through closure and while
corrective action is still under consideration at ADEM that the
groundwater is not connected to any source of drinking water. Commenter
states that there is no evidence of any impacts off the plant site or
of any harm to fish or wildlife or their habitat and commenter states
that conditions will only improve after dewatering and capping.
Commenter states that the plans were designed by experts whose entire
careers are focused on closing waste sites safely and correcting
groundwater issues. Commenter states that as the ash and gypsum dry out
and stormwater is cut off with a protective cap, that the CCR unit is
likely to achieve compliance with all applicable GWPS without any
further action. Commenter states that it will be prepared to execute
additional measures to protect groundwater if that proves to be
necessary over time. Commenter states that given this there is every
indication that ADEM's program is working as required by both RCRA and
State law to protect human health and the environment.
Commenter states that if there is no harm to drinking water, to
fish and wildlife, or to habitat under current conditions, then it
follows that there is no opportunity to improve conditions for people
or the environment. Commenter states that the CCR material is safely
contained on the plant site, where it should be, and safety will only
improve as closure and corrective action continue. Commenter states
that, since EPA has yet to approve any engineering control measures,
the only apparent alternative to closure in place is closure by
removal. Commenter urges EPA to consider the location of landfills that
could serve as potential disposal sites in this region and the
character of neighborhoods near landfills and points between there and
a power plant. Commenter states that off-site transportation and
disposals impose challenges for people who live near the facility to
avoid with a safe, on-site closure as planned.
Response: EPA agrees that safe on-site closure will avoid off-site
transportation and disposal challenges, but EPA disagrees that the
Alabama permits support a conclusion that the subject closure plans
will protect groundwater resources or that they are as protective as
the Federal CCR regulations requires. In fact, given the insufficiency
of the groundwater monitoring networks, it is possible that unmonitored
releases are occuring and, if so, it is possible those releases are
posing a hazard to human health and the environment. In addition, with
the exception of Plant Greene County, the permit records EPA reviewed
do not support a conclusion that any efforts were made to identify and
implement feasible engineering measures as required by 40 CFR
257.102(d)(1)(i). Absent such evaluations, EPA cannot conclude that the
permits are as protective as the Federal CCR regulations.
Further, as discussed in the preamble to the final 2015 CCR Rule at
80 FR 21399, the objective of a groundwater monitoring system is to
intercept groundwater to determine whether the groundwater has been
contaminated by the CCR unit. Early contaminant detection is important
to allow sufficient time for corrective measures to be developed and
implemented before sensitive receptors are significantly affected. To
accomplish this, the rule requires that wells be located to sample
groundwater from the uppermost aquifer at the waste boundary.
Establishment of a groundwater monitoring network that meets each
of the performance standards of 40 CFR 257.91 is a fundamental
component of the CCR program. EPA noted significant deficiencies with
the groundwater monitoring networks at each CCR unit that was reviewed
as part of the Proposed Denial. Because of these deficiencies, there is
potential for additional, unmonitored releases from the CCR units.
Therefore, it is inappropriate to draw broad conclusions about
receptors or the lack thereof until the deficiencies in the groundwater
monitoring networks are addressed.
In the preamble to the 2015 CCR Rule, EPA explained the value of
protecting groundwater as a resource, regardless of whether there are
currently any nearby human receptors at 80 FR 21452. The preamble
states that: whether the constituent ultimately causes further damage
by migrating into drinking water wells does not diminish the
significance of the environmental damage caused to the groundwater
under the site, even where it is only a future source of drinking
water. EPA further refers back to the preamble to the original 1979
open dumping criteria, which are currently applicable to these
facilities. That preamble states that EPA is concerned with groundwater
contamination even if the aquifer is not currently used as a source of
drinking water. Sources of drinking water are finite, and future users'
interests must also be protected. See 44 FR 53445-53448. EPA believes
that solid waste activities should not be allowed to contaminate
underground drinking water sources to exceed established drinking water
standards. This means that whether or not receptors have been
identified does not affect the need to comply with all corrective
action requirements in the CCR regulations.
Further, Plant Lowman was not one of the sites reviewed, so EPA
does not have comments on the adequacy of the groundwater monitoring
networks at Plant Lowman.
Comment: Commenter states that TVA began closing Ash Disposal Area
4 at Colbert in accordance with State and Federal requirements and that
the closure activities included decanting liquid from the unit,
stabilizing the remaining waste and installing an engineered cap-and-
cover system. Commenter states that the system was designed to be
consistent with the relevant standards under subtitle D of RCRA.
Commenter states that consistent with the self-implementing nature of
the Federal CCR regulations, the closure was completed and certified by
a qualified professional engineer in the State of Alabama as being in
accordance with 40 CFR 257.102.
Commenter states that since completing closure and capping of Ash
Disposal Area 4, TVA has continued to investigate and monitor
groundwater as required by the Federal CCR regulations, ADEM's CCR
Rule, and the First Amended Consent Decree. Commenter states that TVA
also conducted a Comprehensive Groundwater Investigation (2018-2019)
and installed 12 additional monitoring wells at Colbert pursuant to the
consent decree, bringing the total number of monitoring wells at the
site to 66. The investigation included an extensive evaluation of the
[[Page 48803]]
hydrogeologic conditions and groundwater quality at Colbert.
Response: EPA acknowledges the commenter's assertion that TVA has
conducted a comprehensive groundwater investigation. However, EPA's
assertion is that the permit is not as protective as the Federal
requirements at Sec. 257.91(a)(2). Specifically, a sufficient number
of wells have not been installed at the downgradient waste boundary to
ensure detection of groundwater contamination in the uppermost aquifer
and that all potential contaminant pathways are not being monitored.
From the available information, EPA concluded that the permit did not
require a sufficient monitoring system to monitor all potential
contaminant pathways, making the permit less protective than required
by the Federal regulations.
Comment: Commenter stated that, in addition to installing new
wells, TVA evaluated geochemical conditions within the underlying
aquifer, performed geophysical surveys of the bedrock, completed
offsite migration evaluations, and studied potential impacts to surface
water using ADEM's risk-based model (RM2). Commenter states that the
data from these activities indicate that the areas of elevated
groundwater chemistry onsite are limited to a few constituents at low
concentrations, are isolated to certain wells onsite (i.e., not
migrating offsite), and do not present a risk to adjacent properties or
surface waters.
Commenter states that it is with this understanding that in 2019
TVA performed two ACMs involving Ash Disposal Area 4 to meet Federal
and State requirements. Commenter states that one ACM was performed in
accordance with the Federal CCR regulations and focused on groundwater
in the vicinity of Ash Disposal Area 4 (the CCR Rule regulated unit)
and it identified and evaluated various technologies for groundwater
remediation. Commenter states that a second ACM was performed in
accordance with the First Amended Consent Decree and it was based on
the conceptual site model that was developed after the comprehensive
groundwater investigation to consider remedies that are protective of
human health and the environment. Commenter maintains that, as required
by the First Amended Consent Decree, a remedy was proposed, which
included MNA, an Environmental Covenant, and Adaptive Management.
Commenter asserts that the proposed remedy was based on the
determination that groundwater conditions at Colbert are protective of
human health and the environment and are expected to continue improving
in the future. Commenter states that TVA received comments from ADEM on
this ACM and continues to work with ADEM and perform remedy-specific
investigations at specific well locations to further develop the final
approach for the site.
Response: As discussed previously, the changes requested by ADEM in
its comments are not requirements of the permit, and the permit
contains no deadline to address them or make changes. The permit does
not contain a requirement to apply for a permit modification to
incorporate remedy requirements once the work is completed. TVA may
continue to comply with the permit without completing the study,
selecting a remedy, or implementing the remedy. Therefore, the permit
is less protective than the Federal requirements that include a series
of deadlines for actions that are not included in Alabama's CCR
permits.
Comment: Commenter disagrees with EPA's evaluation of the permit
ADEM issued for Ash Disposal Area 4 at Colbert and disagrees with EPA's
conclusions of deficiencies. Commenter states that EPA made incorrect
assumptions.
Commenter states that EPA incorrectly states that TVA is using
intrawell data comparisons described in the Groundwater Monitoring Plan
approved by ADEM. Commenter states that EPA explains that this method
does not require TVA to achieve compliance with the requirement in
Sec. 257.91(a)(1) to establish background groundwater quality in an
upgradient well unless the criteria in Sec. 257.91(a)(1)(i) or (ii)
are met. See, 88 FR 55241, August 14, 2023.
Commenter states that ADEM approved the analyses of background
conditions at Colbert based on interwell statistical methods, not
intrawell statistics. Commenter agrees with EPA that intrawell
comparisons are appropriate in certain circumstances; however, TVA is
not proposing intrawell comparisons at Ash Disposal Area 4 at this
time. Commenter states that all compliance data for Ash Disposal Area 4
submitted to ADEM or posted for the Federal CCR regulations used
interwell statistical methods. Commenter states that the statistical
analysis plan, which was developed in coordination with Dr. Kirk
Cameron (the primary author of EPA's Unified Guidance on Statistical
Analysis of Groundwater Monitoring Data at RCRA Facilities), merely
identifies intrawell comparisons as a potential option. Commenter
states it is appropriate to consider and include intrawell statistics
in the groundwater monitoring plan approved by ADEM as a possible means
of analysis of the groundwater quality, should conditions arise where
an understanding of a well's history is warranted when evaluating
groundwater conditions. Commenter states that TVA would have to notify
ADEM before using intrawell statistical methods as the compliance
method and that TVA will continue to work with Dr. Cameron, P.E.s, and
ADEM to assure statistical methods used meet the requirements of the
rules and adhere to EPA guidance.
Commenter states that ADEM approved interwell statistical methods
in the CCR permit for Ash Disposal Area 4, the fact that this
statistical approach is appropriate and justified, and that is the
method currently employed under the permit, the use of this statistical
method is not a factor that supports EPA's Proposed Denial.
Response: Regarding interwell vs. intrawell statistics, the
commenter provides information about actions being taken by facilities
which are not required by the permit. This is not relevant to this
action. The permit issued to Colbert approves a groundwater monitoring
plan which allows intrawell comparisons in some circumstances. When
conducting intrawell comparisons, background levels are established
using data from downgradient wells. The regulation in 40 CFR
257.91(a)(1) requires that background data have not been affected by
leakage from a CCR unit. Downgradient wells at the boundary of a CCR
unit that has been operating for decades do not meet this requirement.
Because the procedures for updating background levels used in intrawell
data comparisons are approved in the Final Permit, this permit does not
require Colbert to achieve compliance with either the Federal
requirements at Sec. 257.91(a)(1) or an alternative State requirement
that is equally protective.
Comment: Commenter states that EPA states that while the
groundwater monitoring plan (GWMP) approved by ADEM includes bedrock
monitoring wells COF-111BR, COF-112BR, COF-113BR, COF-114BR, CA17B,
CA30B, MC1, MC5C, and COF108BR (future installation), CA6 (background),
and COF-116BR (background) as part of the groundwater monitoring system
for Ash Disposal Area 4, none of these bedrock wells are located at the
downgradient waste boundary as required by Sec. 257.91(a)(2).
Commenter states that instead, EPA states they are located hundreds of
feet away from this boundary. See, 88 FR 55239, August 14, 2023.
[[Page 48804]]
Commenter states that the groundwater monitoring system at Colbert
includes 19 wells around the entire perimeter of Ash Disposal Area 4.
Commenter states that to assure groundwater passing by the CCR unit
boundary is accurately represented, the system was specifically
designed to monitor groundwater quality in the alluvial aquifer (i.e.,
the uppermost aquifer) at the unit boundary, at a location
hydraulically downgradient of Ash Disposal Area 4. Commenter states
that, in addition, because the underlying bedrock aquifer appears
hydraulically connected to the alluvial aquifer, groundwater quality is
also monitored in the bedrock aquifer in the downgradient direction of
flow to evaluate this potential contaminant pathway. Commenter
maintains this approach is consistent with the requirements of Sec.
257.91.
Commenter states that the eight bedrock wells included in the Ash
Disposal Area 4 Groundwater Monitoring Plan are positioned
appropriately along the bedrock groundwater preferential pathways
downgradient of Ash Disposal Area 4. Commenter states that the
conceptual site model, informed by years of investigation and
monitoring data, suggests that impacts to groundwater, if present,
would be detected first in the upper groundwater zone downgradient of
Ash Disposal Area 4 (the alluvial aquifer). Commenter states that this
is based on the understanding that groundwater flow in alluvium and
bedrock is primarily horizontal, with shallow groundwater flow towards
Cane Creek. Commenter states, as such, monitoring wells screened in
alluvium on the downgradient waste boundary are positioned to monitor
the uppermost aquifer which is the most susceptible geologic unit at
the downgradient waste boundary. Commenter states that the bedrock well
locations were specifically selected based on documented groundwater
flow pathways further from the waste boundary, and that these bedrock
wells are positioned to monitor potential impacts along preferential
pathways if impacts from Ash Disposal Area 4 were more extensive.
Commenter maintains this approach of monitoring groundwater quality at
both the alluvial aquifer at the downgradient unit boundary and the
bedrock aquifer along potential pathways meets the requirements of
Sec. 257.91.
Response: EPA does not agree that the monitoring plan for Plant
Colbert is as protective as the Federal CCR regulations. As discussed
in the preamble to the Proposed Denial, to ensure detection of a
release, the regulations establish a general performance standard that
all groundwater monitoring systems must meet: all groundwater
monitoring systems must consist of a sufficient number of appropriately
located wells that will yield groundwater samples in the uppermost
aquifer that represent the quality of the background groundwater and
the quality of groundwater passing the downgradient waste boundary,
monitoring all potential contaminant pathways. 40 CFR 257.91(a)(1) and
(2). See Proposed Denial pages 55238-55239. Because hydrogeologic
conditions vary so widely from one site to another, the regulations do
not prescribe the exact number, location, and depth of monitoring wells
needed to achieve the general performance standard. Rather the
regulation requires installation of a minimum of one upgradient and
three downgradient wells, as well as any additional monitoring wells
necessary to achieve the general performance standard of accurately
representing the quality of the background groundwater and the
groundwater passing the downgradient waste boundary, monitoring all
potential contaminant pathways. 40 CFR 257.91(c)(1) and (2).
Further, the number, spacing, and depths of the monitoring wells
must be determined based on a thorough characterization of the site,
including a number of specifically identified factors relating to the
hydrogeology of the site (e.g., aquifer thickness, groundwater flow
rates and direction). 40 CFR 257.91(b).
EPA does not disagree with commenter that the installation of
bedrock wells at some distance away from the downgradient edge of the
waste boundary is beneficial to understanding and characterizing the
uppermost aquifer. EPA also acknowledges that in some cases,
groundwater contamination via vertical communication between the
alluvial aquifer and bedrock aquifer may not occur until some distance
beyond the downgradient waste boundary. However, installing bedrock
wells at some distance away from the downgradient edge of the waste
boundary is not as protective as Sec. 257.91(a)(2). The commenter
specifically acknowledges there is a hydraulic connection between the
alluvial aquifer and bedrock aquifer. This can only happen via vertical
communication and is precisely why compliance wells must be at the
waste boundary. Installing compliance wells at appropriate horizontal
locations and vertical depths at the waste boundary provides the best
opportunity to detect worst case situations where contamination is
leaving the unit. By ensuring that both the Sec. 257.91(a)(2) and the
Sec. 257.91(b) requirements are met, the facility could definitively
conclude that the compliance well network accurately represents the
quality of groundwater passing the waste boundary and that vertical
communication via preferential pathways between the alluvial aquifer
and bedrock aquifer does not occur until some distance beyond the
downgradient boundary. Currently, ADEM cannot definitively claim either
based on the permit record.
Comment: Commenter states that EPA takes the position that the
corrective measures the permittee is required to take to achieve
compliance with the regulations must be determined prior to final
permit issuance because the permit must contain the requirements. See,
88 FR 55242, August 14, 2023. Commenter maintains that permitting
actions require adherence to the regulatory framework (e.g., RCRA), but
do not contemplate the specifics of corrective actions. Commenter
states that in most cases, identification and selection of corrective
actions would be impossible at the time of permitting. Commenter states
that, for example, Class II landfills that have solid waste permits
have detection monitoring, assessment monitoring, and corrective action
frameworks built into the permit. Commenter states that once assessment
monitoring begins, the permit is modified to include additional needs
to address potential remedial actions, but the permit is not issued
with remedial actions already required. Commenter states that, on the
contrary, the permit is issued based on design and construction
performance standards, but EPA appears to imply that the Federal CCR
regulations differs from other permitting actions in that permits
cannot be issued until a remedial action is selected.
Commenter states that because ADEM has provided a framework that is
required and consistent with the Federal CCR regulations, the permits
issued by ADEM are sufficient. Commenter states that ADEM is providing
oversight to TVA to identify appropriate remedial actions for Ash
Disposal Area 4 at Colbert, and that these remedial activities will
need to satisfy ADEM and meet the State and Federal CCR regulations
before ADEM will approve the proposed alternative, which they have not
yet done.
Response: The Commenter misconstrues EPA's position as implying
that a permit cannot be issued until a remedy is selected. This is not
[[Page 48805]]
the case. The corrective action requirements include a series of
actions, beginning with data collection to characterize a release and
site conditions that may ultimately affect the remedy selected (40 CFR
257.95(g)). This is followed by requirements to complete an ACM, hold a
public meeting, and select a remedy. Remedy Selection Reports must
specify a schedule to implement remedial activities and then the remedy
must be implemented. Permit applicants may not be subject to corrective
action at the time of permitting, or they may be at any step in the
corrective actions process.
Permits must implement the underlying regulations by establishing
clear and enforceable requirements that a facility must satisfy to
comply with the underlying regulations. This includes reviewing
application materials and determining which requirements apply, which
applicable requirements have already been met, and which have not yet
been met. The applicable requirements the permittee has not yet met
must be included in the permit. ADEM failed to do this in permits
reviewed by EPA. The permit record indicates that the ACM at Colbert
had been submitted to ADEM prior to permit issuance, but ADEM did not
determine in the permitting action whether the ACM met the requirements
in the regulation, or whether a revised ACM must be submitted to
address any deficiencies. ADEM simply copied and pasted corrective
action requirements from the regulations into the permit, without
applying those requirements to the specific facts at the site. That is
not adequate oversight and implementation.
ADEM's failure to adjudicate the requirements applicable to
Colbert, or to review and either approve or disapprove submitted
application materials, means its permit program is not operating as a
``system of prior approval.'' In the example of Colbert, ADEM should
have reviewed the ACM and either approved it or included requirements
in the permit to revise it as needed to satisfy the requirements in the
regulations. If the ACM was approved, ADEM should have included
requirements in the permit to hold a public meeting by a particular
deadline and prepare a Remedy Selection Report. ADEM should have
established a deadline to prepare the Remedy Selection Report and
required it to be submitted in an application for a permit
modification. The Remedy Selection Report must include a plan to
implement the remedy, with actions and deadlines for them. ADEM must
review and approve the selection of the remedy and the schedule to
incorporate those requirements into the permit through a modification.
Additionally, these approvals and modifications are subject to
public participation requirements. Commenters have provided information
that implies ADEM is circumventing its public participation
requirements by working with the permittees outside of the permitting
process to approve plans and reports, without allowing the opportunity
for public comment. If correct, this is a further indication that ADEM
is not implementing its program in a manner that ensures its program is
at least as protective as the Federal CCR regulations.
Comment: Commenter states that EPA suggests that ADEM approved
wells that were not constructed in accordance with Sec. 257.91(e), and
consequently, EPA implies that the groundwater monitoring system will
not accurately yield samples that are representative of the overall the
quality of groundwater around Ash Disposal Area 4. Commenter states
that EPA calls into question TVA's use of Rotosonic drilling, claiming
that it may alter, pulverize, or otherwise destroy or obfuscate
acquired sample materials. See 88 FR 55240, August 14, 2023. Commenter
states that Sec. 257.91(e) of the Federal CCR regulations, however,
does not specify a drilling method. Commenter states that EPA's self-
implementing CCR regulations relies on P.E.s to provide assurance that
activities meet industry standards in the absence of technical criteria
in the CCR regulations and that this reliance extends to selecting
appropriate drilling methods based on site-specific conditions.
Commenter states that Rotosonic drilling was selected as the most
appropriate method for Colbert to complete soil borings and install
monitoring wells.
Commenter states that Rotosonic drilling, more often referred to
simply as sonic drilling, is an effective and widely used technique for
collecting soil and rock samples and is far superior to formerly
employed techniques such as air rotary, air hammer, and mud rotary.
Commenter maintains that sonic drilling is arguably the best drilling
technique available for environmental investigations in a wide variety
of geologic settings because it provides continuous, nearly undisturbed
sample cores, maintains borehole integrity and geochemistry, and can be
used for both soil and rock while significantly reducing the
introduction of drilling fluids and the generation of drilling wastes.
Commenter states that sonic drilling demonstrably does not ``alter,
pulverize or otherwise destroy'' acquired samples because the
vibrations employed reduce the friction between the drill bit and the
soil/rock, allowing it to cut through the material with less resistance
and, therefore, less disturbance. Commenter states that, by contrast,
it is the air rotary and air hammer techniques that ``alter, pulverize
or otherwise destroy'' the penetrated rock, and this obliteration of
formation material results in the poor return of samples, very often
intermixing penetrated intervals when the shattered cuttings are
ejected at the surface. Commenter maintains that mud rotary has also
been shown to have these same disadvantages along with substantially
altering groundwater geochemistry. For these reasons, commenter states
that TVA and its contractor used the sonic drilling technique at
Colbert in lieu of these other methods.
Commenter states that the TSD in support of the Proposed Decision
includes a discussion of alleged technical issues related to ADEM's
permits and site-specific conditions. Commenter states that Rotosonic
drilling is a commonly used drilling method in the industry, as EPA
recognized in the TSD, however, the TSD implies that Rotosonic drilling
may not be an appropriate drilling method, noting that ``it
occasionally suffers from poor physical sample recovery issues
depending on site conditions and other factors, and the resulting data
gaps must be considered in assessments which depend on such samples.''
Commenters state that the examples of poor recovery cited by EPA in
the Proposed Denial Volume I TSD (Unit II.d) are limited and not
applicable to the geological conditions at Colbert. Commenter maintains
that EPA acknowledges as much when it refers to these examples as
``particular site-specific issues.'' Commenter states that TVA has had
very good results using sonic drilling at Colbert and has installed 22
monitoring wells, totaling nearly 2,000 linear feet of borings using
this technique. Commenter states that the average percent recovery was
91 percent. Commenter states that the use of sonic drilling at Colbert
resulted in substantial recovery of soil and bedrock cores in a
continuous, nearly undisturbed condition. Commenters state that site
experts used multiple lines of evidence such as downhole geophysics
logging to confirm competent zones of bedrock as well as permeable
zones that are potential conduits for transmissive groundwater flow.
Commenter concludes that TVA believes EPA's concerns about sonic
[[Page 48806]]
drilling at Colbert are unwarranted and that the monitoring wells
comply with the performance criteria outlined in Sec. 257.91(e) and
thus, is not a factor that supports EPA's denial of ADEM's permit
program.
Response: The selection of the drilling method or methods is an
important step in the overall well installation process. EPA did not
intend to call into question whether Rotosonic drilling was an
appropriate method in general or even inappropriate for this site.
Instead, EPA intended to convey concern with the adequacy of the
selected monitoring zones, based on the details noted in the Rotosonic
drill logs. EPA maintains that the zones of ``no recovery'' recorded
for specific intervals in specific wells may represent data gaps,
particularly if such zones occur at key locations and depths along
potential flow pathways. The central issue EPA raised in the Proposed
Denial in this respect related to the uncertainties regarding the
nature of the geologic materials which were not sampled, i.e., the
depth intervals resulting from site-specific application of the
Rotosonic method where no recovery of geologic materials occurred. A
comprehensive assessment of the relevant issues must therefore include
not only the technicalities of the Rotosonic method, but also the
characteristics of the local geology, data gap intervals resulting from
application of Rotosonic methods at Colbert, and the locations and
depths of these data gaps in the site-specific hydrogeologic context. A
comprehensive discussion of the limitations of the monitoring network
at TVA needs to consider all these factors, as well as how such
information was used in making decisions which produced the existing
monitoring network. EPA remains concerned that the resulting monitoring
network may not comply with the requirements Sec. 257.91(a)(2) in that
all potential contaminant pathways may not be monitored at the unit
boundary.
In a karst setting such as the Colbert site, the zones of ``no
recovery'' while employing Rotosonic drilling methods can represent
void space or extremely weathered materials. While such intervals are
problematic for all drilling methods, the original comment identified
these zones of `no recovery' or no data, to potentially represent void
spaces or highly weathered intervals which could be of critical
importance to monitoring efforts.
Comment: Commenter states that ADEM appropriately approved TVA's
use of open borehole wells and disagrees with EPA's suggestion that the
long-screened interval open-borehole monitoring wells yield blended or
otherwise unrepresentative samples, and thus do not comply with the
performance standards in Sec. 257.91(a)(1) and (2) and (e). See 88 FR
55240, August 14, 2023. Commenter states that use of open-borehole
wells in limestone bedrock is compliant with EPA's CCR regulations, the
American Society for Testing and Materials (ASTM) standards, USEPA
Region 4 guidance, and Interstate Technology and Regulatory Counsel
(ITRC) guidance. Commenter maintains that ASTM D5092/D5092M-161 clearly
states that the practice of screening wells and installing filter packs
is ``not applicable in fractured or karst rock conditions.'' Commenter
states that USEPA Region 4 and ITRC3 also acknowledge that open bedrock
completions are warranted in karst conditions and fractured rock.
During the Comprehensive Groundwater Investigation (CGWI) conducted at
Colbert in 2019, commenter asserts that TVA and its contractor
performed surface geophysics and borehole geophysical logging of the
CGWI monitoring wells that provided an understanding of the bedrock
structure. Commenter states that using the borehole geophysical logging
data, including the heat pulse flowmeter, the essential preferential
flow fractures in each CGWI monitoring well were identified, and the
dedicated groundwater low flow pumps were positioned precisely to
monitor groundwater in the most representative intervals of the
Tuscumbia limestone (i.e., zones of highest groundwater flow), while
preserving the ability to monitor other intervals if the need should
arise.
Commenter maintains that TVA's analyses of older screened wells at
Colbert indicated that well casings have blocked/sealed off significant
water-bearing fractures and are not representative of overall Tuscumbia
bedrock aquifer conditions. Commenter states that ASTM and USEPA Region
4 clearly recognize that using screened wells to monitor groundwater in
a bedrock aquifer of this type is technically unsound if for no other
reason than introducing an unacceptable sampling bias that could
produce misleading and unreliable groundwater quality data. Commenter
states that utilizing open-hole monitoring wells avoids the unfavorable
limitations of screened wells that can only yield samples from discrete
isolated fractures that are not representative of large-scale
groundwater quality in the bedrock aquifer, and that, by contrast,
wells with an open-hole completion represent more completely the
groundwater quality of the upper portion of the bedrock unit that could
potentially affect surface water quality (i.e., the Tennessee River and
Cane Creek). Commenter and P.E. contend the construction of the open-
borehole wells comply with the performance standards in Sec.
257.91(a)(1) and (2) and (e), and thus, is not a factor that supports
EPA's denial of ADEM's permit program.
Response: EPA appreciates the additional information provided by
the commenter. However, the comment is somewhat self-contradictory, and
in some respects tangential to the issues raised in the original
comment. It is conceivable that low flow sampling within an open
borehole, if appropriately deployed, may be used to monitor discrete
zones within a bedrock aquifer. However, this presumes that certain
preconditions are met, which are discussed further below. First it must
be acknowledged that the goal of such sampling is not to assess
``large-scale groundwater quality'' of the bedrock aquifer as the
commenter suggests. Such a ``large-scale'' assessment of groundwater
quality would require an approach altogether different from low-flow
methods. Instead, the purpose of low-flow sampling is to collect
representative groundwater samples from key depth-discrete zones. Each
sample is intended to be representative of the specific depth interval
where the pump intake is deployed, rather than an ``average'' or
``blended'' sample of an entire borehole.
It is for this reason that guidance documents for low flow sampling
generally indicate a preference for permanent monitoring well
installations with short, screened intervals (e.g., 10-feet or less),
to be used in conjunction with low-flow approaches. Short screened or
open intervals are installed at targeted depths based on geologic and
other information to enable and facilitate sampling of a specific zone
or zones with low-flow methods. Long-screened intervals or open
intervals in open bedrock boreholes should be generally avoided. To
this point, EPA Region 4 guidance document, entitled Design and
Installation of Monitoring Wells, January 1, 2018, states the
following:
Another limitation to the open rock well is that the entire
bedrock interval serves as the monitoring zone. In this situation,
it is very difficult or even impossible to monitor a specific zone
because the contaminants being monitored could be diluted to the
extent of being non-detectable. The installation of open bedrock
wells is generally not acceptable in the Superfund and RCRA
programs, because of the uncontrolled
[[Page 48807]]
monitoring intervals. However, some site conditions might exist,
especially in cavernous limestone areas (karst topography) or in
areas of highly fractured bedrock, where the installation of the
filter pack and its structural integrity are questionable. Under
these conditions the design of an open bedrock well may be
warranted.
While this guidance does not preclude the use of open bedrock wells
in ``cavernous limestone'' or ``highly fractured bedrock,'' it does not
generally support the commenter's assertion that, ``Use of open-
borehole wells in limestone bedrock is compliant . . . '' It should be
noted that many of the open bedrock boreholes at Colbert do not
indicate the presence of the voids or highly fractured zones listed
above as conditions justifying open boreholes. More importantly, the
presence of long open intervals in boreholes, while not addressed by
the commenter, is listed as a particular limitation implied in the
Region 4 guidance excerpted above (i.e., ``the entire bedrock interval
serves as the monitoring zone. . . ''). In addition to the concerns
listed by the Region 4 guidance, long open boreholes commonly exhibit
issues such as vertical flow and multiple inflow and outflow zones.
Unless this ``short circuiting'' intra-borehole flow is understood at a
high level of resolution, it would be difficult to determine precisely
what a particular low flow sample from such a borehole represents,
other than some sort of blended average. For this reason, inflatable
straddle packers are commonly employed in long open boreholes to
isolate zones of typically 10-feet or less in vertical length to
minimize the confounding effects of intra-borehole flow. Even so,
straddle packers also have potential leakage or other problems. For
these reasons, conventionally screened wells should be installed or at
least strongly considered where conditions allow for their
installation. Another limitation of long open-hole intervals not
discussed by the commenter is the potential blending of zones of
different chemistry, e.g., redox potential, or other parameters. Cross
connecting independent zones with different redox potential is highly
inadvisable as it may produce non-representative samples resulting from
in-situ redox reactions not likely to occur without the presence of the
borehole conduit.
The commenter provides little information which would outweigh the
many negatives listed above for using long open borehole wells with or
without low-flow sampling techniques, and in many cases the assertions
are factually incorrect. For example, the commenter states, ``ASTM and
USEPA Region 4 clearly recognize that using screened wells to monitor
groundwater in a bedrock aquifer of this type is technically unsound if
for no other reason than introducing an unacceptable sampling bias that
could produce misleading and unreliable groundwater quality data.''
This statement is in direct conflict with the excerpted material from
the Region 4 guidance presented just above. Similarly, the comment
states, ``Utilizing open-hole monitoring wells avoids the unfavorable
limitations of screened wells that can only yield samples from discrete
isolated fractures . . . ''
As discussed previously, this assertion confuses limitations of
low-flow sampling with limitations of screened wells. The intention of
low-flow sampling is in fact to yield samples from discrete zones or
fractures, and it is commonly accepted that low flow sampling is less
effective to this intention in open boreholes, or wells or boreholes
with excessively long open or screened intervals. The comment misses
these points entirely in attempting to justify the unusual and
problematic combination of low-flow sampling methodologies with long
open boreholes selected by TVA and approved by ADEM.
It is not clear what is intended by the statement in the following
comment:
TVA's analyses of older screened wells at Colbert indicated that
well casings have blocked/sealed off significant water-bearing
fractures and are not representative of overall Tuscumbia bedrock
aquifer conditions.
EPA concurs with this concern which suggests that the older
screened wells are indeed problematic in that they have inadvertently
excluded significant water-bearing fractures from the monitoring
network. For example, EPA's analysis of monitoring wells COF-111 and
COF-111BR indicates similar concerns, i.e., that potentially
significant water-bearing zones in the epi-karst materials in the
uppermost portion of the bedrock have been effectively sealed off and
isolated by steel casings and have therefore been similarly excluded
from the monitoring well network and sampling program. It appears that
there may be a systematic problem in that the potential contributions
of these cased-off water-bearing zones have been in many cases
inappropriately excluded from the monitoring network, and their
potential contributions to the inputs of the totality of groundwater
affecting the quality of surface water in Cane Creek have not been
determined. This particular issue with the permit record could have
been avoided with the use of clustered monitored wells, which are
multiple groundwater monitoring wells placed in close proximity to one
another. This well installation method would allow for the monitoring
of groundwater conditions at various discrete-depth zones.
In conclusion, the explanations in the comment do not resolve the
issue in that the long-screened interval open-borehole monitoring wells
have the potential to yield blended or otherwise unrepresentative
samples, and thus do not comply with the performance standards in Sec.
257.91(a)(1) and (2) and (e). As discussed above, options are available
to redevelop and reconfigure these existing open boreholes to fully
comply with the regulations, including installing standard monitoring
wells (e.g., with discrete screened intervals) within the open
boreholes with discrete screened intervals targeted to the most
important discrete fracture zones, or a variety of specialized
technologies and methods developed to address fracture-specific
sampling in fractured bedrock environments. ADEM chose to approve the
GWMP without requiring the necessary analysis and as a result none of
these compliant alternatives were considered. Further, to the extent
the comments do clarify the situation, such information should have
already been in the permit record if necessary to adequately explain
the groundwater monitoring network.
Comment: Commenter disagrees with EPA's Proposed Denial with
respect to delineation of the uppermost aquifer. Commenter states that
EPA conjectures the groundwater monitoring well network ADEM approved
does not meet the performance standards in Sec. 257.91(a) or (b), that
the approved groundwater monitoring system is not based on a thorough
characterization of the elements listed in Sec. 257.91(b), and that
the groundwater monitoring system does not ``yield groundwater samples
from the uppermost aquifer'' as required by Sec. 257.91(a). Commenters
maintains this is due to EPA's conclusion that the subject facilities
have failed to delineate the uppermost aquifer.
Commenter maintains there is simply no requirement for the
compliance groundwater monitoring network to vertically delineate the
uppermost aquifer and that EPA has, once again, read requirements into
the Federal rules that simply do not exist. Commenter states that 40
CFR 257.91(a)(2) requires that the groundwater monitoring system
consist of a sufficient number of wells, installed at appropriate
locations and depths, to yield groundwater samples from the uppermost
aquifer that
[[Page 48808]]
accurately represent the quality of groundwater passing the waste
boundary of the CCR unit. Commenter states that these performance
standards do not speak to complete delineation of the aquifer, but only
to obtaining samples that accurately reflect the quality of groundwater
passing the waste boundary. Commenter maintains that complete vertical
delineation is not only not required on all cases, it is not logical or
practical to require it in all cases, and that furthermore, EPA has
approved, overseen, or itself installed groundwater monitoring systems
around the Nation in the RCRA and CERCLA program, and, at no time, has
taken a remotely similar position requiring complete vertical aquifer
delineation in all of them.
Commenter states that with respect to Plant Gadsden, EPA
specifically mentions, ``the variable nature of the bedrock/overburden
contact was not sufficiently characterized to meet the performance
standards in 40 CFR 257.91(a) or (b).'' Commenter states that EPA
continues by stating ``[i]n addition, the top-of-bedrock surface has
not been adequately resolved in all areas of the site because some
boring logs lack reliable confirmatory data. According to the boring
logs that were included in the Permit Application, there are multiple
missing intervals of ``no recovery'' from numerous borings advanced
into bedrock, which indicate a large potential for hydraulically
significant zones that are currently insufficiently characterized. EPA
is proposing to determine that the thickness, variability, nature, and
hydrogeologic significance of the transitional zone of weathering in
the uppermost part of bedrock has not been established, as required by
40 CFR 257.91(b).'' Commenter states that nineteen of the twenty-four
monitoring wells and piezometers included within the Permit were
drilled utilizing a sonic drilling method--a method known for the
benefit of reliably providing continuous and minimally disturbed core
samples, and that, as such, characterization of the uppermost portion
of the bedrock has been successfully achieved through the thorough
descriptions of recovered materials produced during activities related
to installation of monitoring wells, piezometers, and vertical
delineation wells that were provided on the very boring logs referenced
by EPA.
Commenter states that EPA expands on their claim that the uppermost
aquifer has not been sufficiently characterized and the depth of the
lower confining unit has not been established with respect to Plant
Gorgas, contending that contradictory information has been portrayed in
the facility file by stating, ``the Pratt Coal System and the American
Coal Systems are mapped together and separately in different
groundwater monitoring reports.'' Commenter maintains that this faulty
conclusion stems from EPA's limited and perfunctory review of the
massive amount of data available for the facility. Commenter maintains
that the separation of the Pratt and American flow systems stemmed from
the receipt of additional site cross-sections with the Supplemental
Site Hydrogeologic Characterization Report dated March 5, 2021.
Commenter asserts that it is a well-established fact that a successful
conceptual site model is continually improved as more data becomes
available, as was the case with this distinction of the Pratt Coal and
American Coal Systems. Commenter concludes that a complete vertical
delineation may not be logical or practical in every case, and as such,
the uppermost aquifer has been characterized to the extent that is
technically feasible.
Response: Regarding the regulations outlining the requirements for
groundwater monitoring systems, EPA disagrees with the commenter's
statement that EPA has read requirements into the Federal CCR
regulations that simply do not exist. Furthermore, contrary to the
commenter's claims, EPA is not contending that the level of detail
discussed in the comment is required to meet the Federal requirements.
According to the commenter, 40 CFR 257.91(a)(2) requires that the
groundwater monitoring system consist of a sufficient number of wells,
installed at appropriate locations and depths, to yield groundwater
samples from the uppermost aquifer that accurately represent the
quality of groundwater passing the waste boundary of the CCR unit.
However, that is only one half of the regulation. Section 257.91(a)(2)
also states the downgradient monitoring system must be installed at the
waste boundary to ensure (1) detection of groundwater contamination in
the uppermost aquifer; and (2) monitoring of all potential contaminant
pathways. Potential contaminant pathways can only be identified by
conducting a thorough characterization of the uppermost aquifer. In
fact, 40 CFR 257.91(b) outlines several technical criteria, such as
aquifer thickness and the materials comprising the confining unit
defining the lower bound of the uppermost aquifer, that needs to be
evaluated before installing the compliance monitoring wells.
Characterization, including the delineation of the upper and lower
bounds of the uppermost aquifer and the potential contaminant pathways
within, can be accomplished by scientific literature and a site-
specific investigative tool such as exploratory borings and geophysics.
Plant Gorgas is a very complex site, and the information available as
part of the permit record does not support that all preferential
pathways are being monitored.
In short, EPA's statements in the Proposed Denial regarding
groundwater monitoring systems was in response to ADEM's approval of
groundwater monitoring plans containing a poor characterization of the
uppermost aquifer at each facility. Identifying the upper and lower
bounds of the uppermost aquifer has not been achieved resulting in
potential unmonitored contaminant pathways. Lastly, the permits do not
provide any indication of how and when the groundwater monitoring
system requirements will be met.
Comment: Commenter states that EPA asserts multiple times
throughout its post-issuance critiques of multiple permits that there
is an insufficient number of wells laterally and vertically along the
downgradient perimeter of the unit to monitor all potential contaminant
pathways. Commenter states that the performance standard for
groundwater monitoring systems requires a sufficient number of wells
installed at appropriate locations and depths to accurately represent
the quality of groundwater passing the waste boundary of the CCR unit.
Commenter states that a minimum spacing between well locations and well
depths is not specified by the Federal rules, and that instead it is
then left to the professional judgement of ADEM staff scientists,
geologists, and engineers, working collectively with the permittees to
design/approve the most practical system to monitor the quality of
groundwater entering the uppermost aquifer from the units. Commenter
maintains this is an ongoing effort.
Commenter further asserts that groundwater monitoring systems are
continuously evaluated and modified as more data is collected and
analyzed. Commenter maintains that EPA seeks to substitute its
judgement, based on a cursory review of limited information, for that
of ADEM, whose professional staff have conducted extensive reviews and
analyses of the holistic battery of data available for each facility.
Response: The Commenter describes an approach to designing a
groundwater monitoring system that is inconsistent with the CCR
regulations. First, the CCR regulations present criteria for designing
[[Page 48809]]
a groundwater monitoring system for each CCR unit (40 CFR 257.91) with
a deadline for installation of the system and collection of the first 8
samples from each well no later than October 17, 2017 (40 CFR
257.90(b)). Thorough characterization of site-specific hydrogeological
characteristics (e.g., groundwater flow rate and direction, aquifer
thickness, hydraulic conductivities) was required to support this
design (40 CFR 257.91(b)). This design should not be an ongoing process
six years after the deadline. Along those lines, while collaboration is
a good thing, ADEM and the facility should not be ``working
collectively to design/approve'' a groundwater monitoring system. It
was the facility's responsibility to design the system years ago, and
it is ADEM's responsibility to thoroughly evaluate the facilities
system and only approve it if all the requirements of the regulations
are met.
In this case, it appears that ADEM simply approved the systems
submitted by the facilities. To the extent there was meaningful
evaluation, that is not included in the permit record and available for
review, which again highlights the concern that ADEM is not adequately
overseeing and documenting its decisions. EPA must rely on the
available permit record whether the groundwater monitoring system
(GWMS) is designed in compliance with the Federal CCR regulations, and,
at this time, the GWMSs reviewed in the proposal appear inadequate
based on the available information in the permit record.
Post hoc explanations not included in the permit record do not cure
the deficient permits. For the reasons provided in the Proposed Denial
and discussed in this document, EPA finds that the permits are not as
protective as the Federal rule and that the permit records are
insufficient.
Comment: Commenter states that with respect to lateral spacing, one
of the considerations ADEM took into account is that most of the CCR
units are unlined, and for this reason, it would be reasonable to
assume that potential leakage from these units would not follow the
same pattern as those from a lined unit. Commenter states that a leak
resulting from a failure or breach to a liner system would likely
represent an individual ``point of release,'' whereas with an unlined
unit, the leakage would likely result in more widespread impacted areas
dependent on the variable permeability of the clay base, and, as such,
a tighter-spaced network of wells would be required to adequately
monitor and detect a release from a lined unit, whereas the monitoring
well network for adequately detecting a release from an unlined unit
would not be required to be as closely spaced.
Commenter states that in other cases ADEM had to consider the
topographic relief, geometric footprint, or other site conditions at
the waste boundary, verified, at times, by ADEM staff conducting site
visits, that prohibited access or installation directly at the limits
of the CCR unit. Commenter states that in situations where installation
at the waste boundary was considered to be technically infeasible, as
was the case with Plant Gorgas, monitoring well locations were selected
based on best professional judgement. For example, commenter asserts
that monitoring wells were strategically placed in areas that receive
groundwater from multiple directions occurring from the finger-like
features of the CCR unit.
Commenter states that much of EPA's commentary on vertical spacing
seems to orbit the idea that Federal rules require compliance
monitoring wells throughout the entire depth of the uppermost aquifer
including its upper and lower bounds. Commenter states that this is
neither correct nor feasible, because, as ADEM explained in response to
the delineation issue, the Federal CCR regulations require a monitoring
network that detects contamination released from the unit, not one that
characterizes the entire depth of the aquifer and that it is not
practical to do so. Commenter states, for example, that the majority of
the lower boundary of the CCR unit at Plant Gadsden is at approximately
500 to 505 feet AMSL (above mean sea level). Commenter states that
monitoring wells installed at depths of 100 feet or greater, or at
elevations near 415 feet AMSL, as suggested by EPA would not detect
contamination from a breach of the liner system and would not
accurately represent the quality of groundwater passing the waste
boundary. Commenter maintains that contaminants breaching the liner
system would have to immediately descend to the lower bounds of the
aquifer perfectly along the vertical plane of the waste boundary for
EPA to be correct, but commenter asserts that contaminant migration is
simply not expected to occur in this manner in any of the geological
systems at any of Alabama's CCR facilities.
Commenter states that EPA goes further with this faulty notion by
asserting that an insufficient number of monitoring wells are screened
within Unit 1 of the uppermost aquifer at Plant Greene County,
resulting in inadequate vertical spacing of compliance wells. Commenter
notes that it is true that the majority of monitoring wells have been
screened within Unit 2 of the uppermost aquifer, but EPA does not
appear to understand the site geology and characteristics of each unit.
Commenter states that the quaternary alluvium and low terrace deposits
comprise the uppermost aquifer; that these units overlie the Demopolis
Chalk, which acts as a lower confining unit for the aquifer; Unit 1 of
the uppermost aquifer consists of lean-to-fat clays that thin and
become slightly more sandy towards the southwest; Unit 2 consists of
fine-to-medium-grained sands that coarsen downward and include gravel
lenses; and groundwater tends to sit on top of the chalk and within
Unit 2, and Unit 1 acts as a semi-confining unit across much of the
site. Based on these statements, commenter concludes that the
compliance monitoring wells are appropriately screened within the Unit
2 sands and gravels to have the highest probability to detect any
constituents that may be released from the CCR unit.
Response: EPA disagrees with the commenter's explanation and
justification for the lateral spacing of compliance wells. While it is
true that the exact location and magnitude of a release can affect
plume geometry, these variables are often unknown regardless of if the
unit is lined or unlined. Using the commenter's examples of a ``point
release'' and a ``broad release'', a broad release from an unlined unit
could easily mimic a point release from a lined unit if part of the CCR
unit is in direct contact with groundwater. Conversely, a point release
from a lined unit could mimic a broad release from an unlined unit if
the leachate first disperses laterally for several feet (``fans out''),
then gradually downward through a heterogeneous soil several feet
before reaching the groundwater table. Lastly, the commenter's
technical reasoning for the lateral spacing of compliance wells largely
ignores the hydrogeology of the geologic units above and within the
uppermost aquifer. The hydrogeology of these geologic units, based on
an investigation of the criteria outlined in Sec. 257.91(b), plays a
much larger role in plume geometry and the lateral and vertical spacing
of compliance wells than presumptions about the location, magnitude,
and type of release.
The commenter's concern that the Agency did not understand the site
geology and characteristics of each unit is also unfounded. The Agency
evaluated the site geology based on the information in the permit
record and determined that the saturated portion of Unit 1 is part of
the uppermost aquifer. Nothing in the commenter's response
[[Page 48810]]
changes that determination. Rather, the commenter's response supports
the Agency's position that the current groundwater monitoring network
only monitors specific portions of the uppermost aquifer. Detection
monitoring wells should have been screened in all transmissive zones
that may act as contaminant transport pathways. This issue could have
been resolved with the installation of multiple monitoring wells (well
clusters or multilevel sampling devices) in places where a single well
cannot adequately intercept and monitor the vertical extent of a
potential pathway of contaminant migration, or when there is more than
one potential pathway of contaminant migration in the subsurface at a
single location.
Comment: Commenter states that Alabama Power's plans address
groundwater quality at and around the commenter's sites and the
groundwater monitoring systems are tailored to site geological
conditions, certified by qualified professional engineers and
geologists, and exceed EPA's monitoring requirements. Commenter asserts
that Alabama Power's approach to corrective action is also tailored to
site-specific risk considerations in accordance with the 2015
regulations, certified by qualified professional engineers and
geologists, and designed to be responsive to any changes in site
specific conditions. Commenter maintains this approach can include both
passive and active measures, each working together with closure to
achieve groundwater protection standards (GWPS) in compliance with both
the Federal and State CCR regulations.
Response: The commenter does not provide any explanation of why the
plans, including the proposed remedy, comply with the 2015 regulations.
While it is understood that P.E. certifications have been obtained, in
noted instances EPA does not agree with the conclusions of the P.E. EPA
has provided significant analysis of why the plans fail to satisfy the
2015 regulations in those cases, and this comment does not respond to
that analysis. The role of a permitting authority is to review the
site-specific facts and determine whether the P.E. certification is
true and whether the approach proposed by the facility does, in fact,
achieve compliance with the regulations. ADEM should not assume
compliance based on a P.E. certification and the P.E. certification
does not prevent EPA from independently evaluating the permit. Finally,
while EPA appreciates that Alabama Power's approach to corrective
action may well be ``tailored to site-specific risk considerations in
accordance with the 2015 regulations, certified by qualified
professional engineers and geologists, and designed to be responsive to
any changes in site specific conditions,'' the relevant standard to
evaluate the adequacy of Alabama Power's corrective action remedy is in
Sec. 257.97(b) and (c). The commenter has presented nothing to address
the specific concerns EPA identified in the proposal.
Comment: Commenter states that EPA includes in a TSD supporting the
Proposed Denial a discussion of alleged technical issues related to
ADEM's permits and site-specific conditions. Commenter does not comment
on the site-specific conditions, but instead urges EPA to revise or
clarify the following technical approaches. With respect to unit
elevations, the commenter states that EPA relies on an average bottom
elevation instead of modeling the available elevation data points, and
that using an average incorrectly assumes that the bottom of the unit
is flat.
Response: The commenter is correct that EPA used an average bottom
elevation to estimate the amount of CCR in the unit that remains
saturated by groundwater. EPA fully acknowledges that the bottoms of
the CCR units are not likely to be flat over the span of the entire
unit; however, EPA relied on the only data available from the permit
application packages and documents available for review on the public
CCR websites. Commenters do not claim that no CCR remains saturated in
the closed units. Any further detailed analysis was unnecessary, and
the approach used was appropriate and sufficient given the amount of
data that is available. The purpose of this review was to determine
whether Alabama's CCR permit program is as protective as the Federal
CCR regulations, not to take action to bring the identified facilities
into compliance with the Federal CCR regulations.
While the actual amount of groundwater in contact with CCR may
differ to some degree, the Agency's approach provided a reasonable
estimate of the amount of waste potentially below the water table. The
Agency remains confident that, based on the information available to us
in the permit applications and publicly available documents, that these
units currently have waste in contact with the groundwater and will
continue to have waste in sustained contact with the groundwater moving
forward. In addition, with the exception of Plant Greene County, none
of the sources evaluated, much less implemented, measure(s) designed to
limit the flow of liquids into and out of the unit from the bottom and
sides indefinitely.
Comment: Commenter states that saturation of waste, or the presence
of a water table within the waste, does not necessarily indicate that
the waste is in an unstable condition or contains readily separable
liquids. Commenter asserts that material density and dewatering
performed prior to cap construction also are factors that affect CCR
stability. Commenter states that EPA describes how its review of
permits issued under Alabama's program influenced the Proposed Denial
and that EPA indicates ``. . . EPA is proposing to determine that ADEM
issued multiple permits allowing CCR in closed units to remain
saturated by groundwater, without requiring engineering measures that
will control the groundwater flowing into and out of the closed unit.''
Commenter states that following this overall discussion of the permit
review, the Proposed Denial details specific observations from the
permit review for four power plants, including specific observations
regarding saturated CCR, groundwater levels within CCR, and free
liquids within CCR. Commenter states that with respect to Colbert, EPA
stated ``it is clear from the post-closure 2019-2021 Annual Inspection
Reports that whatever measures were taken as part of closure did not
actually eliminate free liquids from Ash Pond 4. Commenter states that
these reports document average groundwater elevations within the Ash
Pond that significantly exceed 422 above MSL.'' Commenter states that
with respect to Gadsden, EPA states, ``[a]s previously explained, in
situations such as this, where the waste in the unit is continually
saturated with groundwater, the requirement to eliminate free liquids
obligates the facility to take engineering measures to ensure that the
groundwater, along with the other free liquids, has been permanently
removed from the unit prior to installing the final cover system. See,
40 CFR 257.102(d)(2)(i).'' Commenter states that the discussion
continues on the same page with ``[a] further concern is that, given
the failure to eliminate the free liquids from the saturated CCR
underlying the consolidated unit, it is not at all clear that the
remaining wastes have been stabilized sufficiently to support the final
cover system, as required by Sec. 257.102(d)(2)(ii). Creating a stable
working surface for earthwork equipment while the cover system is being
installed is not the same as ensuring that the unit has been
sufficiently dewatered prior to installation of the cover system and
that
[[Page 48811]]
over the long term there will be no differential settlement of the CCR
in the closed unit that would disrupt the integrity of the cover system
and allow liquids to infiltrate into the closed unit. Neither the
approved Closure Plan nor ADEM's permit provides any details of
engineering measures that were taken to address the groundwater that
continues to flow into and out of the unit from the sides and bottom.
In the absence of such measures, EPA has no basis for concluding that
the standard in Sec. 257.102(d)(2) has been met.''
Commenter states that in many cases the Proposed Denial's
discussion of the four permits involves the level of documentation
necessary to demonstrate compliance with the closure performance
standards. Commenter states it cannot address the necessary level of
documentation; however, within the Proposed Denial's discussion, there
appears to be an underlying assumption regarding the behavior of
saturated CCR.
Commenter states it has conducted considerable research on the
geotechnical behavior of CCR that describes stability and drainage, and
that a focus of research has been understanding CCR behavior using
physical models and geotechnical centrifuges (3002001146; 3002006290;
3002020566; Madabhushi, 2020; Madabhushi, 2022a; Madabhushi, 2022b;
Madabhushi, 2022c; Madabhushi, 2023). Commenter states that
geotechnical centrifuges enable the evaluation of geotechnical behavior
of large structures such as slopes and embankments through testing of
much smaller scale models in controlled laboratory settings (Schofield
1980).
Commenter states that its centrifuge modeling has shown that the
behavior of saturated coal fly ash depends on its density. Commenter
states that relatively dense ashes behave much differently than
relatively loose ashes, and that the key distinction is the
relationship between the ash deposit's density and the critical state
line (the critical state line describes the relationship between volume
ratio of inter-particle spaces and particles and the effective stress
between particles where shearing of a particulate material may continue
indefinitely without change in volume). Commenter states that
dewatering influences fly ash behavior, both through the increased
effective stress in the dewatered zone and through the densification of
the entire deposit that results from increased effective stress.
Commenter states that Figure 1 in their comment submittal shows the
9-meter geotechnical centrifuge (left) and the test box being filled
with coal fly ash slurry (right). In the front of the test box
(foreground, right image) are two aluminum doors with actuators.
Commenter states that opening the doors rapidly creates a loss of
confinement for ash slurry deposit, enabling the study of runout
behavior of CCR. Commenter states that when spinning at 60 g in the
centrifuge, this model represents a prototype with an ash thickness of
about 70 feet.
Commenters states that the behavior of relatively dense coal fly
ash in their centrifuge model experiments does not support a
presumption that saturated CCR lacking engineering measures to reduce
saturation will be unstable or jeopardize the integrity of a final
cover system. Commenter states that to the extent that additional
information beyond an engineer's certification is necessary to
demonstrate compliance, they observe that in-situ density is an
important parameter to consider in assessing stability of CCR deposits.
Commenter states that centrifuge modeling also shows that partial
dewatering of saturated CCR increases the density and stability of an
initially loose ash deposit. Commenter states that Figure 3 illustrates
the difference in behavior between saturated (water table at surface)
and partially dewatered loose coal fly ash (water table at 59% of ash
thickness). Commenter states that on the left, the saturated loose ash
exhibited a more rapid liquid-like flow, and on the right the partially
dewatered ash exhibited a slow, soil-like slumping.
Commenter states that based on this experience from physical
modeling, a presumption that partially dewatered CCR is unstable
without further measures to eliminate saturation is not supported.
Commenter states that it observes that in-situ densities and depth of
dewatering are also parameters to consider in assessing stability of
partially dewatered CCR deposits.
Commenter states that centrifuge modeling and laboratory
experiments show that the water within saturated CCR is not necessarily
readily separable. Commenter states that Figure 4 shows a birds-eye
(top) view of the runout at four times from loss of confinement (left)
to 1 hour following loss of confinement (right). Commenter states that
the runout at the fourth/last time was previously shown in oblique view
in Figure 2 (left). Commenter states that water only becomes visible on
the surface of the ash late in the runout process, and that the delay
in the appearance of water on the ash surface is interpreted to be
caused by negative pore pressures from shearing- induced dilation. That
is, the loss of confinement produced shear forces within the ash
deposit, and the interaction of ash particles under these shearing
forces increased the volume of spaces between the ash particles,
thereby reducing the pore pressure in the water filling the spaces.
Commenter states that water appears on the surface only when the
negative pore pressures are dissipated by the redistribution of water
within the pores. Commenter states that because of the small pore sizes
and low hydraulic conductivity of the fly ash, the redistribution of
porewater and emergence on the surface of the fly ash took considerable
time.
Commenter states that the Paint Filter Liquids Test (PFLT) was
developed by EPA to identify wastes containing free liquids for
compliance with 40 CFR 264.314 and 265.314 (SW-846 Method 9095B) and
involves observations over a period of 5 minutes following placement of
a specimen in the test apparatus. Commenter states that during this
time, the behavior of the specimen is influenced by its properties and,
in the case of particulate solids such as CCR, the stress conditions
resulting from its placement in the apparatus. Commenter states that a
saturated CCR may not release water during the 5-minute PFLT due to the
combination of CCR properties and stress conditions. Commenter states
that Figure 5 illustrates the results of an ongoing, not-yet-published
lab mixing study using CCR samples from two power plants. Commenter
states that increments of water were added until each sample contained
free liquids according to PFLT (released a drop of water within 5
minutes). Commenter asserts that the geotechnical moisture content of
each sample at the last increment before the CCR contained free
liquids, as defined by PFLT, is reported in Figure 5. Commenter
maintains that many samples in this study have high fines contents,
which correlate with small pore sizes and low hydraulic conductivities
and exhibited no free liquids at geotechnical moisture content in
excess of 40%, and some as high as 70%. (Geotechnical moisture content
is calculated as the mass of water divided by the mass of solids;
saturation is calculated as water-filled pore volume divided by the
total pore volume.) Commenter states that it did not measure the
density or degree of saturation within the PFLT, but it stated that the
highest moisture content values are similar to saturated conditions
observed based on densities and moisture contents of intact samples
collected at Site 1 and previous
[[Page 48812]]
characterization of ashes from Site 2 (TR-101999).
Commenter states that based on its experience from centrifuge
modeling and lab testing, a presumption that saturated CCR contains
readily separable liquids, as determined by a PFLT, is not always
supported. Commenter states that while degree of saturation, or
moisture content, is important to free liquids determination, commenter
observations suggest that CCR particle size distribution and in-situ
density are also factors that influence the determination of readily
separable liquids.
Response: The commenter's response is focused primarily on case
studies and past laboratory testing of CCR within a controlled
environment and does not appear to simulate groundwater flowing through
a CCR unit. As noted in the proposed decision, neither the approved
Plant Gadsden Closure Plan nor ADEM's permit that the commenter
referenced in their response provided any details of engineering
measures that were taken to address the groundwater that continues to
flow into and out of the unit from the sides and bottom. In the absence
of such measures, EPA had no basis for concluding that the standard in
Sec. 257.102(d)(2) had been met. EPA generally agrees with the
commenter that PFLT is not the only and best tool for identifying
readily separable liquids. It is only one of many tools, including such
as cone penetrometers, piezometers, and monitoring wells, that can be
used to detect readily separable liquids. Finally, the commenter notes
that its findings are not absolute and that instead they depend on site
conditions. As with many other issues, the permits do not show an
analysis of the type described to support a conclusion that the
stability of the cap is ensured or that measures were taken to limit
the post closure flow of water into the units from the sides and
bottom.
Comment: Commenter states that EPA has refused to confront the
consequences of its new interpretations by effectively removing any
option but to close existing unlined cells by removal. Commenter states
that the choice to close-in-place, clearly provided in 40 CFR part 257,
is taken away because there is no practical design protocol that would
allow a final cover system to address lateral movement of liquids at
depth in an existing, unlined impoundment. Commenter asserts this can
only be accomplished by retrofitting the cell, and that this was
pointed out to EPA leadership in one of the conference calls where EPA
first began to review ADEM CCR permits. Commenter states that EPA had
no answers for what alternative options would be available for those
impoundments closing with material below the known water table, and, in
the absence of any guidance from EPA, the possible alternatives to
closure-in-place are limited. Commenter asserts that retrofitting the
cell would involve dewatering and removing the waste material and
temporarily staging it while the liner system for the cell is
constructed and that provisions would have to be made to protect the
staged material from leaching and erosion. Commenter states that the
facility would have the expense of the construction of the staging
area, handling/moving the waste mass twice (first to remove the waste
to the staging area, then to replace it in the newly-lined cell) and of
constructing a liner system within the newly emptied cell in addition
to the costs of the final cover system, post-closure maintenance,
groundwater monitoring, and, if necessary, corrective action. Commenter
states that EPA's own estimates put these costs at $734M to $7.240B (80
FR 21459, Apr. 17, 2015), and that it is clear that retrofitting an
existing cell is completely impractical.
Commenter states that the second alternative would be the
permitting and construction of a new disposal cell on or near the site.
Commenter states this is certainly a possible option, provided there is
available space for such construction, but this would involve siting,
permitting, and constructing the new disposal unit (a process which in
itself often requires five or more years to complete before the new
cell can be certified complete to begin receiving wastes) at the
facility, and the facility occupying double the amount of land for CCR
management and double the cost and regulatory burdens. Commenter states
that this option does not address the common public concern for the
waste's proximity to nearby surface water bodies and it is presumed
that EPA would be opposed to this option since it also proposes to deny
Alabama's permitting authority for new CCR management units.
Commenter maintains this leaves only one impractical option, the
complete removal and offsite disposal of all residual material.
Commenter states that other parties at the Public Hearing in Montgomery
on September 20, 2023, raised the issue that truck transportation is
not a viable transportation option due to the vast quantities of
material to be moved, and the associated risks of highway
transportation, leaving rail transport as the remaining option for most
facilities. Commenter states that there is only one facility which has
rail access currently permitted to manage CCR, the Arrowhead Landfill
in Uniontown, Perry County, Alabama, and this landfill has been the
subject of many environmental justice (EJ) concerns and a Title VI
complaint, which EPA took 5 years to review and resolve. Commenter
states that it is simply impractical to assume any other facility would
be chosen for offsite disposal. Commenter states that the Arrowhead
Landfill is owned by interests located primarily in New York and New
Jersey, two States with some of the most stringent environmental
justice requirements in the country. Commenter states that discussing
the acquisition of the Arrowhead facility, Co-Founder & CEO William Gay
stated, ``Our vision was to capitalize on the macro trends of declining
disposal capacity and rising transportation and disposal costs in the
Northeast and create a novel disposal solution for customers in the
region.'' Commenter states that EPA and advocacy groups appear to seek
to undermine their stated goals of protecting underserved and
vulnerable communities from becoming the dumping ground for the waste
disposal needs in more affluent areas. Commenters maintains that
requiring the movement and re-disposal of vast amounts of CCR will only
exacerbate this situation. Commenter asserts that it appears that the
current EPA administration, and the environmental advocacy groups
supporting this action, are intent on pushing wholesale CCR disposal to
EJ area landfills, such as in Perry County, Alabama. Commenter states
that Alabama's citizens, those who are the utility rate payers, and
many of whom live in these underserved and vulnerable communities, will
ultimately pay the enormous increased cost of this movement.
Commenter states that EPA remains unprepared to face the harsh
realities of its new interpretation of requiring re-disposal of the
hundreds of millions of tons of CCR that would result from this new
interpretation. Commenter states that Alabama landfills currently
dispose of approximately 9 million tons per year of solid waste
(municipal solid waste, industrial, construction/demolition), and
estimated volumes of Alabama CCR alone amount to 12 to 13 times this
annual volume of other solid waste and would quickly consume all of the
currently available airspace in all of Alabama's currently permitted
MSW landfills, leaving no room for meeting the routine MSW disposal
needs of the State and its citizens.
Commenter states that ADEM CCR permit program follows the letter
and
[[Page 48813]]
spirit of EPA's CCR program, which was based on sound engineering and
technological principles. Commenter states that EPA's program as
originally designed, expressly permitted ``closing in place'' as a safe
approach for permanently disposing of CCR, and EPA's program recognizes
that the alternative to closing in place entails significant risks
through excavating and transporting millions of tons of material across
populated areas. Commenters states that it is its understanding that
removing the material would entail a drawn-out process, requiring many
years to complete and that it would lead to greatly increased costs
which will negatively impact Alabama consumers.
Commenter states that Alabama's CCR permit program reflects the
same options for closure established by EPA and that ADEM has issued
permits to Alabama Power approving plans to close its ash ponds using
the closure-in-place method. Commenter states that if closure-in-place
is not available, the only alternative is closure-by-removal, and
Alabama Power estimates the costs of closure-in-place to be $3.5
billion, which is estimated to be three to five times more costly than
closure-in place. Commenter states this is due to, for example, the
associated cost of excavation, transportation, and disposal in an
offsite landfill compared to the costs of closure in place.
Commenter states that not only are the costs associated with
closure-by-removal significantly higher and more burdensome to Alabama
citizens, but the timeframe to complete closure is also significantly
greater. Commenter states that Alabama Power has already completed
closure-in-place at one of its plants, with the remainder projected to
be completed by 2032 or earlier. Commenter states that based on initial
evaluations, closure-by-removal can take anywhere from 16 years to 54
years, depending on the plant site, and that these initial evaluations
assumed landfill sites within a reasonable proximity to each plant
would be readily available. Commenter states this has proven not to be
the case, which may further extend the time necessary to complete
closure-by-removal.
Commenter states that it understands that no party has identified
discernible impacts to any source of drinking water in Alabama
attributable to closure of its unlined ash ponds. Commenter maintains
that under these circumstances, closure-in-place appears to be an
appropriate means to protect the health and safety of the public.
Commenter states that it has grave concerns regarding the impact to
customers if Alabama Power is required to incur significant additional
costs associated with closure by removal costs that do not appear
necessary to accomplish reasonable environmental objectives. Commenter
urges EPA to carefully consider these impacts before issuing a final
determination regarding ADEM's CCR program because Alabama ratepayers
should not be unduly burdened by policy changes that are not absolutely
necessary.
Response: The commenter has misunderstood EPA's construction of the
regulations. As EPA has repeatedly stated, whether any particular unit
can meet the closure in-place standards is a fact and site-specific
determination that will depend on a number of considerations, such as
the hydrogeology of the site, the engineering of the unit, and the
kinds of engineering measures implemented at the unit. See Gavin RTC
page 69 and 103 (discussing closure requirements of Federal CCR
regulations). Accordingly, the fact that prior to closure the base of a
unit intersects with groundwater does not mean that the unit may not
ultimately be able to meet the performance standards for closure with
waste in place. In other words, EPA is not mandating that a unit
submerged in groundwater prior to closure must necessarily close by
removal. Depending on the site conditions the facility may be able to
meet the performance standards in Sec. 257.102(d) by demonstrating
that a combination of engineering measures and site-specific
circumstances will ensure that, after closure of the unit has been
completed, the groundwater would no longer remain in contact with the
waste in the closed unit. Since as early as 1982, feasible engineering
methods have been available to control, minimize or eliminate the
continuous infiltration of groundwater or release of contaminants from
surface impoundments. No commenter claimed that those method are
unavailable to control CCR surface impoundments. Closure of Hazardous
Waste Surface Impoundments, SW-873, p 81. Also, potential options that
weren't mentioned in this comment include construction of in-situ
impermeable barrier systems, CCR consolidation within portions of the
unit that are out of the water table or CCR recycling. But if a
facility cannot meet the performance standards in Sec. 257.102(d), the
facility must close by the only other method allowed under the
regulations: closure by removal under Sec. 257.102(c). See 40 CFR
257.102(a). And if a facility that has waste in contact with
groundwater has installed only a cover system and taken no measures to
address the continued infiltration of groundwater or the continued
releases of leachate to the groundwater, or the CCR that EPA estimates
could still be saturated--and would remain so indefinitely--has not met
the performance standards for closure with waste in place. The lack of
consideration of these factors in the permit records to support the
final ADEM permits supports EPA's determination that Alabama's CCR
permit program is not as protective as the Federal CCR regulations.
Concerning alternative waste disposal options, EPA recognizes that
it may be difficult to find disposal sites but that does not relieve a
facility from complying with Federal CCR regulations. Further, the
commenters have not explained why they cannot address the short-term
risks associated with removal of CCR to an alternative properly
protective landfill. In addition, as noted in response to other
comments, the Federal CCR regulations requirements for closure and
corrective action are not premised on identifying a specific risk
before compliance is required.
C. Miscellaneous Comments
1. EPA Should Update 2017 Guidance Document
Comment: Commenters state that EPA's 2017 Guidance Document is the
only formal written guidance provided to States on the requirements for
developing and submitting a State CCR Permit Program to EPA. Commenters
state that Chapter 2 item 1 of the 2017 Guidance Document states that
EPA is using 40 CFR part 239 as a guide for what a State submission
should include: (a) A transmittal letter, signed by the State Director,
requesting program approval; (b) A narrative description of the State
permit program; (c) A legal certification; (d) Copies of all applicable
State statutes, regulations, and guidance; and (e) A completed part 257
Checklist. The commenter states that there is no requirement in the
2017 Guidance Document to include State-issued permits in their CCR
permit program application. For this reason, the commenters encourage
EPA to either update the 2017 Guidance Document to include EPA's new
interpretation of what is required or to review State permit program
applications in accordance with the 2017 Guidance Document.
Response: See response to comment in Unit III.A.3 above explaining
why the scope of the Guidance Document does not change EPA's
responsibility to consider all relevant and reasonably
[[Page 48814]]
available information when determining whether to approve a State CCR
permit program.
2. EPA Should Act on State CCR Permit Program Applications in a Timely
Manner
Comment: Commenters argue that EPA must act on State CCR permit
program applications in a timely manner. Commenters state that the WIIN
Act requires EPA to approve a State CCR permit program application
meeting the requisite criteria within 180 days of submission.
Commenters state that EPA did not act in a timely manner and did not
propose to deny ADEM's application for more than 18 months after
submission. Commenter maintain that as more States submit CCR permit
program applications, it is critical that EPA act on such applications
within the statutory timeframe. Commenters state that Congress intended
for States to be able to operate EPA-approved CCR permit programs in
lieu of Federal regulation and that EPA's failure to act on State
applications frustrates congressional intent and undermines the
principle of cooperative federalism that underlies RCRA.
Commenters state that EPA cannot delay acting on State CCR permit
program applications by indefinitely delaying a completeness
determination, or by conflating substantive review with the
completeness determination. Commenters state that in this case, EPA
received a final, complete application on December 29, 2021, and should
have acted within 180 days of that submission. Commenters state that
upon receipt of a complete application, the Agency should promptly
issue an official completeness determination, triggering the 180-day
timeline. Commenters state that in the three prior CCR permit program
decisions, EPA issued a formal letter to applicants notifying them that
their application was complete. Commenters state that EPA did not do so
for ADEM and, instead, first noted that the application was deemed
complete in a legal filing five months after EPA allegedly made the
completeness determination.
Commenters state that under RCRA section 4005(d)(1)(B), EPA must
approve a State permit program, within 180 days after a State submits
an application to the Administrator for approval, if the Administrator
determines that the State program meets certain statutory requirements
and public notice and opportunity to comment is provided prior to
approval. Commenters state that EPA did not follow this timeline for
Alabama's State CCR permit application. Commenters state that on
December 29, 2021, ADEM submitted its revised State permit program
application to EPA Region 4 for approval, on July 7, 2022, EPA put
ADEM's application on hold, claiming that it had not demonstrated that
it was implementing the program consistent with the Federal CCR
regulations, and on Apr. 3, 2023, the State of Alabama and ADEM filed a
complaint in the U.S. District Court for the District of Columbia
seeking to compel EPA to determine whether its permitting program met
the statutory standards. Commenters state that EPA issued the
preliminary denial of ADEM's CCR permit program 593 days after
receiving the revised application. Commenters maintain that EPA's slow
pace of review will impact other States who are currently seeking or
plan on seeking approval of their own State CCR permit programs.
Commenters argue that EPA's delay is particularly concerning in
light of the Agency's basis for denial. Commenters maintain a State's
implementation of their CCR permit program is beyond the scope of EPA's
initial review of the program and is appropriately left for EPA's
program review, which specifically addresses implementation of the
State's approved program. According to commenters EPA delayed acting on
Alabama's application and now is proposing to deny the application
based not on the text of Alabama's regulations but on Alabama's
issuance of permits pursuant to those regulations. Commenters maintain
that such a posture sets EPA up to effectively delay acting on a
complete application until the Agency can evaluate how the State
implemented its regulations, i.e., by waiting until the State issues a
CCR permit. Commenters argue that EPA cannot withhold a completeness
determination or a final decision to evaluate a State's implementation
of their regulations.
Commenters further argue that basing a CCR permit program decision
on implementation may disincentivize States from implementing their own
CCR program as the WIIN Act intended. Commenters maintain that States
seeking approval of a CCR permit program may wish to begin developing
and issuing CCR permits while EPA reviews their application,
particularly if EPA's review process is prolonged. Commenters argue
that a CCR permit program denial based on permits issued and
differences of professional judgment on highly detailed technical
matters rather than the clear text of the regulations may cause States
to delay implementing their program until receiving a decision from
EPA, which, as evidenced here, may take years.
Commenters state that they are concerned about the slow pace of
this review. Commenters note that EPA has completed its review and
approval of only three State permit programs and that several more
States have submitted applications for WIIN Act approval or have been
working with EPA to do so. Commenters encourage EPA to review and act
on State applications in a timely and efficient manner, and in
accordance with the WIIN Act, so that the benefits of such programs
(e.g., removal of dual and potentially inconsistent regulatory regimes
and addition of regulatory certainty) can be realized as soon as
possible.
Response: The WIIN Act provides that the Administrator must make a
final determination, after providing for public notice and an
opportunity for public comment, within 180 days of determining that the
State has submitted a complete application consistent with RCRA section
4005(d)(1)(A). See U.S. Environmental Protection Agency; Guidance
Document (providing that the 180-day deadline does not start until EPA
determines the application is complete). In the case of Alabama, On
February 1, 2023, EPA responded to ADEM's Notice of Intent to Sue
letter and informed the State that the 180-day timeframe does not start
until EPA determines that a State's Application is administratively
complete and that, in this case, EPA did not start the clock because
EPA's concerns with ADEM's interpretation of the minimum requirements
of the Federal CCR regulations had yet to be resolved and EPA was
providing an opportunity for ADEM to submit further Application
information. EPA further stated that the Agency could evaluate the
State's program on the current record if ADEM decided not to supplement
its Application with an explanation of how the State's interpretation
of its regulations is at least as protective as the Federal CCR
regulations, but EPA expressed concern that the current record would
not support a proposal to approve the State's partial CCR permit
program. On February 17, 2023, ADEM responded to EPA that it did not
intend to supplement the record and that EPA should evaluate its
program accordingly. EPA thereafter continued to review the Application
based on the information submitted to date.
EPA also disagrees that the potential that States will delay
implementing State programs means that EPA should ignore what appear to
be industry wide issues with implementing the closure standards for
unlined surface
[[Page 48815]]
impoundments, groundwater monitoring networks, and corrective action.
Despite commenters assertions to the contrary, once EPA approves a
State program the State permits apply in lieu of direct application of
the Federal CCR regulations. Further, State permits do not only list
provisions of the State CCR permit program as several commenters imply.
Instead, the permits also apply those regulatory provisions and explain
what exactly a facility has to do to comply with the relevant provision
and the permits provide a shield that says as long as the facility
meets the provisions of the permit then the facility is in compliance
with the both the State and Federal standards. Thus, a permit from an
approved State that allows compliance with requirements less protective
than the Federal standards with respect to closure, groundwater
monitoring, and corrective action will protect a facility from having
to comply with the minimum level of protection.
Finally, EPA recognizes concerns of commenters about the pace of
approval of State programs, but EPA must act consistent with the
statutory mandate when evaluating State program applications. For this
reason, EPA intends to continue to consider State permits as part of
initial and periodic program reviews and the Agency is currently
working with States to ensure their programs are approvable before EPA
makes a completeness determination.
3. Considerations Regarding Qualified Professional Engineers
Comment: Commenters state that EPA has not identified any clear
inconsistencies with the Federal CCR regulations and instead that all
of EPA's assertions concern the State's technical judgment that the
groundwater systems and measures put in place at each site meet the
relevant regulatory performance standard. Commenters assert EPA must
defer to this judgment. Commenters state that the Federal CCR
regulations establish general performance standards for both the design
of the groundwater monitoring system and any required corrective action
when groundwater contamination above certain levels is identified and
that when issuing the Federal regulations in 2015, that EPA
specifically developed a groundwater monitoring program that ``is
flexible and allows facilities to design a system that accounts for
site specific conditions.'' 80 FR 21398. Commenters state that the
rule's groundwater corrective action provisions set forth numerous
factors that must be considered when developing a corrective action
remedy, allowing facilities to take into account site specific
conditions when determining the best approach for remediating
groundwater. Id. at 80 FR 21406-21407.
Commenters maintain that under the self-implementing rule, P.E.s
and facility personnel most familiar with the site are responsible for
ensuring compliance with the rule's groundwater monitoring and
corrective action performance standard. Under a State CCR program, the
State agency fills this role. See 83 FR 36435, 36447 (July 30, 2018).
Commenters state that ADEM has reviewed the plans and that EPA calls
into question the technical judgement of ADEM staff. Commenters
maintain that second-guessing of ADEM's expertise in implementing its
State CCR permit program is both inappropriate and inconsistent with
the WIIN Act's directive that States serve as the primary mechanism for
implementing the Federal CCR regulations.
Response: EPA does not agree that Agency is prohibited from
evaluating decisions made by ADEM in permits issued prior to program
approval. EPA also disagrees that the fact that ADEM employs qualified
professional engineers (P.E.s) means that EPA cannot find that an
issued permit fails to require compliance with applicable requirements
of subpart D. The commenters are also incorrect that EPA should defer
to the P.E.s at ADEM regarding whether proposed compliance approaches
in the permit applications achieve compliance with subpart D, because
even if ADEM staff are more familiar with the facilities, that does not
render EPA incapable of an independent evaluation of the permit and
supporting record.
While it is true that the WIIN Act provides that compliance with a
permit issued by an approved State program (or by EPA in a Federal
permit program) serves as compliance with subpart D, there is no such
provision for State programs which have not been approved by EPA to
operate in lieu of the Federal program under section 6945(d)(1). Prior
to approval of a State program, the State agency is not the primary
authority to implement subpart D, and CCR units in that State are
required to comply with all applicable provisions of subpart D. In the
Proposed Denial, EPA identified numerous examples of permit terms that
failed to require compliance with subpart D, in numerous CCR permits
issued by ADEM.
EPA agrees that the preamble to the 2015 CCR regulations discusses
flexibilities to allow facilities to take into account site-specific
conditions when developing groundwater monitoring and corrective action
compliance strategies. However, the commenters err when they imply
flexibility means that the discretion to consider site specific
conditions when establishing groundwater monitoring (Sec. Sec. 257.90
through 257.95) and corrective action (Sec. 257.97(b)) plans means
that those plans once established and ``stamped'' by a P.E. become
immune to evaluation, or that such plans inherently comply with the
standards set forth in the regulations. The performance standards are
requirements that must be met at any CCR unit, regardless of site-
specific circumstances, and if EPA has concerns with compliance, RCRA
authorizes it to take action to ensure compliance. EPA cannot ignore a
permit's failure to require compliance with performance standards
simply because it was reviewed or written by a P.E. The 2015 CCR Rule
preamble made this intent clear, in response to commenters concerned
that the proposed regulations would rely too heavily upon the judgment
of P.E. to determine whether performance standards were achieved. See
80 FR 21335, April 17, 2015.
The final rule relies on multiple mechanisms to ensure that the
regulated community properly implements requirements in this rule. As
one part of this multi-mechanism approach, owners or operators must
obtain certifications by qualified individuals verifying that the
technical provisions of the rule have been properly applied and met.
However, regardless of certification, the performance standards that
the rules lay out must be met. These standards impose specific
technical requirements. The certifications required by the rule
supplement these technical requirements, and while they are important,
they are not the sole mechanism ensuring regulatory compliance. 80 FR
21335, April 17, 2015. The commenters cite to no RCRA or other
authority to support the contention that the findings of a P.E. are
binding. See also Gavin Final Decision pages 91-93.
Comment: Commenters state that in the Proposed Denial EPA makes
only one reference to P.E.s, and then only for the purpose of noting
that ADEM was not seeking approval for the provision allowing States to
issue certifications in lieu of requiring a P.E. certification.
Commenters maintain that, as a result, under the Alabama program and
the Federal program, P.E.s are responsible for certifying compliance
with the relevant standards for closure, groundwater monitoring and
corrective
[[Page 48816]]
action. Commenters maintain that the Proposed Denial fails to address
the role of the P.E. in certifying compliance and that EPA makes zero
reference to such certifications.
Commenters state that EPA's own regulations underscore the
importance of the P.E. role in certifying compliance, based on their
specialized training and technical knowledge. Commenters state that in
the 2015 CCR Rule, EPA explained ``that [P.E.s], whether independent or
employees of a facility, being professionals, will uphold the integrity
of their profession and only certify documents that meet the prescribed
regulatory requirements; and that the integrity of both the
professional engineer and the professional oversight boards licensing
professional engineers are sufficient to prevent any abuses.''
Commenters state that EPA justified reliance on P.E. certifications and
that the Agency stated that it ``re-evaluated the performance standards
throughout the final [2015] rule to ensure that the requirements are
sufficiently objective and technically precise that a qualified
professional engineer will be able to certify that they have been
met.''
Commenters maintain that EPA cannot simply dismiss this regulatory
approach in favor of EPA using its own unilateral judgment as to
whether P.E.-certified compliance documents in fact meet the regulatory
performance standards. Commenters further argue that EPA certainly
cannot fault ADEM for accepting such certifications, especially when
ADEM is not seeking approval to displace the P.E. role.
Commenters state that the opportunity for an approved State to take
on the P.E. role arises out of EPA's Phase One, Part One rule (83 FR
36435, July 30, 2018), which EPA adopted, at least in part, to
implement the WIIN Act. In that rule, EPA explained that the original
2015 rule ``required numerous technical demonstrations made by the
owner or operator be certified by a [P.E.] in order to provide
verification of the facility's technical judgments and to otherwise
ensure that the provisions of the rule were properly applied.'' EPA
went on to note that ``the availability of meaningful third-party
verification provided critical support that the rule would achieve the
statutory standard, as it would provide a degree of control over a
facility's discretion in implementing the rule.'' Commenters assert
that EPA then explained that the situation had changed with the passage
of the WIIN Act, which provided the opportunity for State oversight
under an approved permit program, and that EPA added the provision
allowing States to seek approval to certify that the regulatory
criteria have been met in lieu of the exclusive reliance on a P.E.
Commenters maintain that, in so doing, EPA noted that States retained
discretion to choose whether to provide their own certifications, or
alternatively, to continue to rely solely on certifications from P.E.s
(i.e., the status quo based on current regulations). Commenters
maintain that ADEM's regulations include provisions that mirror EPA's
as to the role of the P.E. in certifying compliance with the rule's
technical requirements, consistent with both the original 2015 and
currently applicable Federal rules.
Commenters further states that EPA claims that during its review of
ADEM's application, the Agency ``identified a consistent pattern of
ADEM approving documents submitted by the facilities, such as closure
plans, groundwater monitoring plans, and assessments of corrective
measures, even though the submissions lacked critical information or
are otherwise deficient.'' Commenters state that noticeably absent from
EPA's position is any reference to the P.E. certifications associated
with each and every one of those documents, the P.E.'s professional
obligation to ``only certify documents that meet the prescribed
regulatory requirements,'' or the role that EPA defined for P.E.s to
``provide verification of the facility's technical judgments and to
otherwise ensure that the provisions of the rule were properly
applied.'' Commenters argue that EPA cannot lawfully overlook, ignore,
or reject certifications from P.E.s that EPA itself has prescribed for
purposes of regulatory compliance.
Commenters further argue that if EPA has concerns, based on its new
interpretations, with how P.E.s are reviewing and certifying closure
plans, groundwater monitoring networks or corrective action documents
in any particular State or for any particular facility or unit, then
EPA must first provide additional direction to States, the regulated
community, and engineering community on what is expected or required.
Commenters state that this is especially important in the context of
EPA's new interpretations of the closure in place performance standards
because EPA has not provided clear technical direction or guidance on
the ``engineering measures'' that EPA believes must be implemented to
address groundwater.
Commenters conclude that EPA must at a minimum recognize the
critical role that EPA devised for P.E.s in the Federal CCR regulations
and the importance of clear technical direction and guidance on meeting
the regulatory performance standards so that P.E.s can properly certify
compliance with those standards. Commenters state that asserting
concerns with P.E.-certified plans here without proper direction or any
reference to the P.E. role is misplaced, especially in the context of a
State permit program submittal.
Response: EPA acknowledges that P.E.s play a role under the CCR
regulations and that the regulations are self-implementing. EPA also
agrees that the Agency did not address the role of the P.E. in
certifying compliance in the Proposed Denial, but the Agency disagrees
that there was a need to mention P.E. certifications in the Proposed
Denial. P.E.s are not regulators and do not substitute for the
oversight provided by a State or Federal government agency inherent in
its implementation of a regulatory program on behalf of the public.
Further, EPA did not base its denial on the role of P.E.s so there was
no need to evaluate the certifications to determine whether the permits
are in compliance with the Federal CCR regulations. The EPA has the
expertise necessary to independently evaluate compliance with the
Federal CCR regulations.
The commenter cites provisions in a 2018 Phase One Part One
rulemaking (83 FR 36435, July 30, 2018), which was involved in
litigation that was resolved through a voluntary remand. (See
Waterkeeper Alliance Inc. v. EPA, No. 18-1289 (D.C. Cir. 2019) However,
even if the provisions were still legally valid, the commenter
misconstrues the intent of the cited provisions of that rulemaking.
Those provisions were intended to provide a State an approach that did
not require P.E. certifications because, since the State would be
issuing permits, it would be evaluating all the strategies and plans in
the compliance documents through its permitting process. However, a
P.E. certification cannot replace review and approval or denial by a
permitting authority. The preamble in the 2010 proposed CCR regulations
clearly distinguishes P.E.s from regulators. That preamble at 75 FR
35194 stated that EPA recognized that relying upon third party
certifications is not the same as relying upon the state regulatory
authority and would most likely not provide the same level of
``independence.''
EPA does not agree with the commenters' assertion that EPA cannot
lawfully overlook, ignore, or reject certifications from P.E.s that EPA
itself has prescribed. EPA's incorporation of certifications by P.E.s
into the CCR regulations for specified requirements did not create a
shield against
[[Page 48817]]
noncompliance determinations for regulated facilities if they comply
with the P.E. requirement but still fail to comply with the performance
standards. Instead, the regulations allow regulatory authorities to
review P.E. certifications and performance standards may be enforced
regardless of P.E. certifications. In any case, the commenters have not
explained how, legally, EPA could through regulations shield facilities
from noncompliance if they obtain a certification from a P.E., thereby
prejudging compliance for all facilities based on an evaluation by
contractors hired by a regulated facility.
If performance standards cannot be enforced if a facility obtains a
P.E. certification, there would be no reason to require posting on a
publicly accessible website of the majority of compliance data which
underly the certifications. Public posting of this information is
required. In the preamble to the 2015 regulations, EPA stated that
making this information available to other parties (e.g., State
agencies and citizens) was another mechanism to ensure technical
performance standards established in the regulations would be achieved.
``EPA has developed a number of provisions designed to facilitate
citizens to enforce the rule pursuant to RCRA section 7002. Chief among
these provisions is the requirement to publicly post monitoring data,
along with critical documentation of facility operations, so that the
public will have access to the information to monitor activities at CCR
disposal facilities.'' 80 FR 21335, April 17, 2015. This is also
consistent with requirements in the Part A Rule to submit in the
Demonstration documents other than P.E. certifications to demonstrate
compliance, even for performance standards for which a P.E.
certification is required (e.g., design of a groundwater monitoring
system). 40 CFR 257.103(f)(1)(iv)(A).
The commenters also state that any concerns with P.E.
certifications in any particular State or for any particular facility
or unit must first be addressed by issuing additional direction to
States, the regulated community, and engineering community on what is
required. Commenters do not provide any regulatory or statutory support
for their assertion. See also Gavin Final Decision pages 91-93.
Comment: Commenters state that the 2015 CCR Rule was promulgated by
EPA as self-implementing consistent with RCRA's statutory framework at
that time, meaning that the standards and criteria were to be
implemented without interaction with regulatory officials. See 80 FR
21302, 21330, April 17, 2015. Commenters further state that the
regulations set forth standards that are ``sufficiently objective and
technically precise'' so that regulated parties and their P.E.s can
implement the standards. See id. at 80 FR 21335. Commenters state that
EPA used terminology and standards that had been applied in long-
standing solid and hazardous waste programs established under RCRA.
Commenters state that TVA followed the CCR regulations requirements as
evidenced in part by the P.E. certifications posted on TVA's CCR Rule
Compliance Data and Information website.\27\ Commenters assert that the
P.E.s are experts with experience in long-established practices for
closing waste units and groundwater remediation that have been deemed
protective over the course of RCRA's history, and that TVA has relied
on third-party professional engineers with extensive site knowledge and
on site-specific scientific data, analysis, and professional judgment
to support its CCR Rule P.E. certifications and permit application to
ADEM and to ensure that its plans and designs are protective of human
health and the environment. Commenters state that with the oversight of
ADEM's permitting program, this has added the expertise of regulatory
professionals with experience implementing RCRA permit programs in
Alabama. Commenters further state that ADEM has actively engaged in
providing oversight of Ash Disposal Area 4 investigations by providing
detailed technical review of TVA's characterization of the site to
independently verify the effectiveness of potential remedies.
Commenters believe that working with ADEM will result in the most
appropriate approach for the community and the State.
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\27\ https://www.tva.com/environment/environmental-stewardship/coal-combustion-residuals.
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Response: EPA acknowledges that P.E.s have experience with long-
established waste management practices over the course of RCRA's
history and that ADEM can bring additional expertise to evaluation of
CCR facilities. None of this takes away from EPA's own authority to
evaluate CCR permits and State permit programs, and, even if ADEM's
analysis was detailed and technical, the level of effort itself does
not ensure that a permit is in compliance with Federal CCR regulations.
See also Gavin Final Decision pages 91-93.
In addition, EPA's analysis and review of particular compliance
documents approved in permits, in order to assess the protectiveness of
the permitting program, was not directed toward any particular person
who may have been involved in development of a permit, but instead to
determine whether the Alabama CCR permit program ensures that each CCR
unit complies with the minimum level of control. To do this, EPA
analyzed and reviewed the site-specific facts and information included
in the permit record, the requirements of subpart D and the Federal CCR
regulations, and other relevant publicly available information EPA
found during review of the permits. EPA disagrees that this approach is
inappropriate or illegal and the comments did not provide any statutory
or regulatory support that would prevent EPA from conducting such an
analysis. Further, despite comments to the contrary, EPA cannot approve
a State program when the Agency concludes the program is not as
protective as the Federal program, per the requirements of RCRA section
4005(d).
4. EPA Should Provide Partial Approval for Alabama's CCR Permit Program
Comment: Commenters state that throughout the Proposed Denial EPA
refers to the fact that Alabama is seeking partial not full program
approval. Commenters maintain that states are forced to seek partial,
instead of full, program approval because EPA has not determined: (1)
Requirements for legacy CCR surface impoundments, to replace the
vacated regulation 40 CFR 257.50(e); (2) Requirements for vegetative
cover for slope stability, to replace the vacated regulations 40 CFR
257.73(a)(4) and (d)(l)(iv), 257.74(a)(4) and (d)(l)(iv); (3)
Requirements for suspending groundwater monitoring, to replace the
vacated regulation 40 CFR 257.90(g), and; (4) Requirements for
treatment standards for constituents in Appendix IV having no maximum
contaminant levels (MCLs), for which States must wait for EPA to act on
the vacated regulation 40 CFR 257.95(h)(2). Commenter recommends EPA
revise the language stating that Alabama is seeking partial, not full,
program approval and make a statement clarifying that, at this time, no
State can request full program approval because EPA has not acted on
the above listed regulations.
Response: Alabama is in fact seeking approval of a partial State
CCR permit program. The Agency will allow States to update their
programs as additional requirements are promulgated.
5. Other Miscellaneous Comments Opposed to the Proposed Denial
Comment: Commenters cite comments on the January 2022
[[Page 48818]]
proposed CCR Part A demonstration decisions asserting that EPA's
positions on the closure performance standards are inconsistent with
the plain text of the Federal CCR regulations. Commenters maintain that
the CCR regulations does not require facilities to address contact
between CCR and groundwater as part of the closure performance
standards under 40 CFR 257.102(d). Commenters further maintain that the
CCR regulations requires ``[f]ree liquids [to] be eliminated by
removing liquid wastes or solidifying the remaining wastes and waste
residues.'' Commenters further argue that the Federal CCR regulations
provides a specific technical definition of ``free liquids,'' which
does not include ``groundwater'' (a separately defined technical term).
Commenters assert that EPA's positions on the closure requirements
at 40 CFR 257.102(d) were first put forth in site-specific
determinations issued in January 2022. Commenters state that in the
proposed Part A decisions EPA established new positions on ``free
liquids'' and ``infiltration'' that the commenter asserts are
inconsistent with the plain text of the CCR regulations and
retroactively broaden the scope of the CCR regulations without proper
notice and comment. Commenter state that EPA's January 2022 decisions,
and the new positions contained therein, were challenged in Electric
Energy v. EPA I, and the litigation remains ongoing. The commenter
further asserts that the Gavin Denial--which was based in part on EPA's
new positions--is also subject to legal challenge. Commenters state
that EPA references the Gavin Denial several times in the Proposed
Decision--without a single reference to the pending litigation--in
support of the Agency's position that a CCR unit cannot be closed with
CCR in contact with groundwater.
Response: As commenters note, EPA cited the pending litigation in
the Proposed Denial. To the extent the comments imply the need to cite
to or discuss the litigation more, the Agency disagrees.
6. Other Miscellaneous Comments in Support of the Proposed Denial
Comment: Commenter states that ADEM has already violated the
Federal CCR regulations by issuing permits to CCR facilities that
simply cap in place the CCR disposals in existing unlined ponds and
lagoons. Commenter states that, in many locations and scenarios, these
CCR storage facilities also violate the Clean Water Act and that the
risk of groundwater contamination is very real--not a hypothetical.
Commenter notes the following: in 2019, Alabama Power was fined
$250,000 by ADEM for CCR disposal violations in the Gadsden area.
Groundwater tests around the Plant Gadsden CCR pond near the Coosa
River revealed ``elevated levels of arsenic at two locations and one
incidence of elevated radium.'' The previous year, ADEM fined Alabama
Power $1 million ($250,000 per location) for groundwater contamination
at five of its facilities due to CCR pond leakage. PowerSouth, another
Alabama utility, was fined $250,000 for CCR pond leakage at its Charles
R. Lowman Power Plant in Leroy, Alabama.
Response: EPA agrees that Alabama's CCR permits are not as
protective as the Federal CCR regulations and the Agency is taking
final action to deny Alabama's CCR permit program application. Comments
on compliance with Clean Water Act (CWA) requirements are out of scope
and are not further addressed.
D. Out of Scope Comments
1. Comments on Additional ADEM CCR Permits
Comment: Commenters state that, at Plant Barry, ADEM has authorized
a cap in place closure that will leave millions of tons of CCR
saturated in water in an unlined pit on the banks of the Mobile River,
and that will waste untold millions of dollars on a harmful and
unlawful cap in place closure. Commenters state that, according to
EPA's estimates, of the 21.7 million tons of CCR in the Plant Barry
impoundment, over 8 million tons of CCR are currently saturated in
water while Alabama Power has begun implementing its cap in place
closure, and over 5 million tons will be saturated in water when
capping is complete. Commenters maintain that Alabama Power admits that
it has begun implementing its cap in place closure with over 8 million
tons of CCR saturated in water and admits that it will leave almost 1.1
million tons of CCR saturated in water. Commenters state that Alabama
Power describes this huge amount of saturated CCR as ``less than 5% of
the total volume,'' but that attempt to minimize the problem merely
highlights the massive total amount of CCR in the Plant Barry
impoundment: five percent of 21.7 million tons is approximately 1.1
million tons. A more relevant comparison is that this amount of
saturated ash is approximately the same as all the CCR contained in the
Plant Gadsden unlined CCR impoundment. Commenters note that over 1
million tons of water-saturated CCR is a very serious environmental
problem and a blatant violation of the CCR regulations performance
standards. Commenters state that the true amount of saturated ash post-
closure is much more.
Commenters state that ADEM's failure to prevent this result further
demonstrates the inadequacy of its permitting program. Commenter states
that ADEM initially shared some of these same concerns. Specifically,
commenters state that the ADEM criticized Alabama Power's Corrective
Measures Assessments, stating that they ``do not meet the level of
detail required in the regulations.'' ADEM further stated that, under
Alabama Power's plans, ``source control will not be achieved for an
average of 10 years and that no other mechanism is proposed to reduce
the potential for further releases to the `maximum extent feasible.' ''
Indeed, even Alabama Power admits the uncertainty of achieving GWPS,
stating in its plan, ``[t]ime for [monitored natural attenuation] to
achieve GWPS is currently unknown and would require additional
studies.'' Commenters state that ADEM still approved the plan
notwithstanding Alabama Power's stated uncertainty about the efficacy
of its closure plan. Commenters state that this abrupt about face
confirms ADEM's inability to stand up to utilities and enforce the CCR
Rule's requirements.
Commenters also discussed final CCR permits for Alabama Power's
Plants Gaston and Miller and PowerSouth's Plant Lowman. Commenters
state that combined, these facilities house approximately 48 million
cubic yards of CCR. The Plant Gaston 270-acre ash pond contains almost
25 million cubic yards of CCR on the banks of the Coosa River, and its
smaller gypsum pond contains 500,000 cubic yards of ash. Attachment 1
at 3-4.\28\ The Plant Miller ash pond was constructed by damming
tributaries that flowed into the Locust Fork of the Black Warrior
River, and it contains approximately 19.5 million cubic yards of CCR.
Id. at 5. The Plant Lowman ash pond complex is located along a
significant bend in the Tombigbee River and is surrounded by wetlands.
Commenters state that the three ponds at Plant Lowman contain
approximately 2.5 million cubic yards of CCR, and that there is ongoing
groundwater contamination at each of these facilities, as confirmed by
ADEM Administrative Orders issued to each facility in 2018 for MCL
exceedances. Commenters state that groundwater monitoring at the Plant
Gaston ash pond found MCL exceedances for arsenic, lead, and combined
radium. In addition, recent groundwater monitoring reports
[[Page 48819]]
have also shown significant groundwater contamination. For example,
Alabama Power's 2019 Groundwater Monitoring Report for Plant Miller
reported ``statistically significant changes to groundwater quality by
ash-related parameters, including: Arsenic, Boron, Calcium, Chloride,
Cobalt, Fluoride, Lithium, Sulfate, TDS and pH in wells located
downgradient of the ash pond.'' Attachment 1 at 6. Commenters maintain
that the utilities' own data on ash pond depth and groundwater depth
show that the ash is saturated in groundwater. At Plant Gaston, more
than 30 feet of saturated CCR exist in some areas of the ash pond. Id.
at 4. At Plant Miller, 75 to 80 feet of CCR will be left below the
current groundwater table in some portions of the impounded ash pond
after closure. Id. at 6. And at Plant Lowman, ``the closure plan is
estimated to leave 4 to 9-feet of CCR waste submerged in groundwater.''
Id. at 2. Commenters assert that, despite the documented saturated ash
and groundwater contamination at each of these sites, ADEM's final
permits authorize Alabama Power and PowerSouth to close the ash ponds
in place, leaving ash permanently saturated in the groundwater.
Commenters note that ADEM's permits for each of these facilities allow
CCR to continue contaminating groundwater in the future due to their
failure to prevent post-closure groundwater flow through the ash.
Commenters state that ADEM's failure to ensure compliance with the CCR
Rule's performance standards for these permits further demonstrates the
inadequacy of its permitting program.
---------------------------------------------------------------------------
\28\ Comment from the Southern Environmental Law Center EPA-HQ-
OLEM-2022-0903-0260.
---------------------------------------------------------------------------
Response: EPA did not evaluate the permits for Plant Barry, Plant
Gaston, Plant Miller or Plant Lowman for the Proposed Denial or this
final action, therefore, these comments are out of scope and are not
further addressed. See page 55224 for a discussion of why EPA began its
review of permits with Plants Greene County, Gadsden, Gorgas, and
Colbert. EPA did not focus on Plant Barry due to ongoing enforcement
activities. EPA's review of the four permits mentioned above identified
systemic problems with groundwater monitoring, closure and corrective
action and there was no need to review additional permits.
Comment: A commenter submitted comments on Plant Barry stating that
science experiments being proposed by Alabama Power and the idea of
leaving the CCR in place at the Barry site in Bucks, AL, are dangerous,
if not also criminal. Commenter states that removal of the dangerous
heavy metal laden CCR and proper disposal away from sea level, away
from hurricane paths and away from one of the most important estuary
systems in North America is the only long term, safe solution
guaranteed to last for centuries. The idea that Alabama Power can leave
the CCR in place and be free of any liability after only 30 years is
unconscionable. Commenter states that the dangers of CCR are going
largely un-noticed by the general public in south Alabama and the
commenter questions whether it is because the news media, Alabama
Power, local and State politicians and environmental agencies all
complicit in allowing this dangerous experiment to be approved.
Commenter states that attempts to dewater and cap in-place the over 20
million tons of CCR can never ensure that the toxic heavy metals won't
continue leaching out the bottom of the unlined surface impoundment or
be spilled into the river.
Commenter states that the aquifer systems in the delta, the
strength of the systems and subsurface architecture of the aquifer
systems can never be fully understood. Commenter states they have
degrees in geology and engineering, and after 30 years working as a
reservoir engineer for a major, multinational energy company, the
commenter states that they are sure that Alabama Power cannot
competently incorporate all of the unknowns into their models.
Commenter states that anyone who tells you they understand the aquifer
systems under the Mobile-Tensaw delta, under the Barry site, are making
absolute untenable conclusions and false assumptions in a mitigation
plan. In addition to aquifer pressure, there are extreme unknowns that
they cannot fully and competently incorporate into their models. Note
the lack of control points or well locations and cross section line on
the Hydrogeologic map relative to the Barry Plant unlined surface
impoundment. Commenter states that if the CCR is left in place, it is
eminent that the toxic pollutants will continue to destroy people's
health and way of life on the Alabama Gulf Coast. Commenter states that
the only long-term safe solution is for the CCR to be removed from the
unlined surface impoundment.
Commenter states that Plant Barry is a coal and natural gas
electric power generation facility in Bucks, Mobile County, Alabama,
and, that the plant has been in operation since 1954 and at 600+ acres,
has one of the largest unlined CCR surface impoundments in the
Southeastern United States. Commenter states that the CCR surface
impoundment is located on the eastern edge of the Mobile River and is
separated from the river by a fragile 30 to 50' wide dam that extends
roughly 2 miles along the river's edge in the middle of the delta.
Commenter states that in 2021 the volume of CCR at the Barry site
is estimated to be in the range of 20 to 25 million tons. Commenter
states that contamination can leach out of the bottom of the unlined
surface impoundment into the river and aquifer systems, and that once
these deadly carcinogens are released into the aquifer and river delta,
they can never be remediated, and they will cause destruction to the
environment while creating poor health condition for the Alabama Gulf
Coast area.
Commenter states that Alabama Power is proposing a cap in-place
solution to contain the CCR as opposed to moving the ash to a safe,
final storage location. The concerns that EPA should all have regarding
this proposed solution are multiple; a hurricane could still cause a
breach in the dam allowing the CCR to enter the river and delta, there
is no guarantee that leaching out of the carcinogens into the
subsurface and ground water systems would not continue, the plastic
capping system has not been proven to last but for a few decades, not
for centuries, etc.
Commenter maintains that Alabama Power's estimates of the number of
trucks and the years required to remove the ash from the Barry plant
exceed the time limits required by law. Commenter states that the
estimates are not consistent with the observed data from other
companies in other States who are removing the ash from locations next
to major rivers. Commenter acknowledges that physically moving over 20
million tons of CCR to a safe, long term, properly lined dry storage
facility is no small issue, but other utility companies in other States
are doing it. Commenter states that a more detailed solution and data
are needed to explore and quantify the myriad of alternatives that
exist to safely remove and relocate the 20 plus million tons of CCR
from the Barry Plant, and that it must be secured in a lined, dry
storage facility that is above sea level, away from hurricanes and
river systems or into a salt dome that is beneath the water aquifer and
river systems, securely underground.
Commenter further states that the mammoth cost to the tourism
industry and the environment that would occur with a significant spill
from the Barry plant far exceeds the cost of removal estimated at $3.3
billion. A catastrophic event like the ones that have occurred in other
parts of the U.S. could devastate the tourism business and way of life
on the Gulf Coast. Spill examples include the Kingston, TN, spill in
2008
[[Page 48820]]
(``Kingston CCR spill workers treated as `expendables,' lawsuit by sick
and dying contends'' (knoxnews.com)), the 2011 spill in Lake Michigan,
and the 2014 spill in North Carolina.
Response: EPA did not address Plant Barry in the Proposed Denial,
therefore, the comments are out of scope and not further addressed.
2. Comments on CCR Permits for Unlined Surface Impoundments in Other
States
Comment: One commenter identified five Illinois facilities that
have closed federally regulated units with waste in place, and the
commenter examined State permits and groundwater documentation posted
to State and Federal CCR compliance websites and found significant
violations of the CCR regulations. Commenter discussed Luminant's
Baldwin Energy Complex--Baldwin, IL; Grand Tower Energy Center--Jackson
County, IL; Luminant's Hennepin Power Station--Hennepin, IL; Luminant's
Coffeen Power Station--Montgomery County, IL; and Luminant's Duck Creek
Power Station--Fulton County, IL.
Commenter reviewed CCR permits for unlined surface impoundments in
Ohio and the commenter identified one facility that closed federally
regulated CCR units with the approval of the Ohio Environmental
Protection Agency (OEPA) despite its failure to meet Federal closure
requirements. The commenter discussed American Electric Power's Gavin
Power Plant--Gallia County, Ohio.
Commenter reviewed CCR permits for unlined surface impoundments in
Kentucky and the commenter identified one particularly problematic
closure at a site for which the commenter has documentation as a result
of past advocacy. Commenter suggests that a comprehensive evaluation of
more Kentucky sites would reveal a number of facilities where there has
been closure in groundwater. Commenter discussed Louisville Gas &
Electric and Kentucky Utilities' E.W. Brown Generating Station--Mercer
County, KY.
Commenter reviewed permits for utility facilities in Missouri and
the commenter identified problems. Commenter states that Missouri has
not issued permits for the closure of CCR units, but they have issued
National Pollutant Discharge Elimination System (NPDES) permits at
sites with CCR units that are actively contaminating groundwater. In
many of these permits, Missouri included language and guidance that
directly conflict with the Federal CCR regulations. While the permits
often state that the permittee must abide by any applicable Federal
regulations, Missouri's inclusion of explicit directions that directly
conflict with the CCR regulations at best creates confusion and at
worst sanctions and compels noncompliance. Commenter reviewed several
facilities with CCR units: Ameren's Rush Island Energy Center, Festus,
MO; Associated Electric Cooperative's New Madrid Power Plant, Marston,
MO; Ameren's Labadie Energy Center, Labadie, MO; City of Independence's
Blue Valley Generating Station, Independence, MO; and City of
Independence's Missouri City Generating Station, Independence, MO.
Commenter reviewed CCR permits for unlined surface impoundments in
Indiana and the commenter identified two sites discussed below
demonstrate that the Indiana Department of Environmental Management
(IDEM) has approved closure plans for CCR units that are clearly non-
compliant with the CCR regulations and its critical requirement that
units not be allowed to close in place where CCR remains in contact
with groundwater. The commenter reviewed permits for Duke Energy's
Gallagher, New Albany, IN, and Duke Energy's Cayuga Station, Vermillion
County, IN. Commenter states that IDEM has approved closure-in-place
for at least two additional CCR ponds where there is clear evidence of
CCR in contact with groundwater, Duke Energy Wabash River's North Ash
Pond in Terre Haute, IN, and Duke Energy Gibson's South Ash Fill Area
in Owensville, IN. Commenter states that Duke Energy claims that
neither of these ponds is subject to the CCR regulations and IDEM has
taken no steps to evaluate or refute this characterization.
Response: Comments on CCR permits in other States are outside the
scope of the Proposed Denial and are not further discussed.
IV. Final Action
EPA has determined that the Alabama CCR permit program does not
meet the statutory standard for approval. Therefore, in accordance with
42 U.S.C. 6945(d), EPA is denying the Alabama CCR permit program.
Michael S. Regan,
Administrator.
[FR Doc. 2024-11692 Filed 6-6-24; 8:45 am]
BILLING CODE 6560-50-P