Document ID: EPA-HQ-OLEM-2019-0172-0001
Agency: epa
Document Type: Proposed Rule
Title: 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
Posted Date: 2019-12-02T05:00Z

[Federal Register Volume 84, Number 231 (Monday, December 2, 2019)]
[Proposed Rules]
[Pages 65941-65964]
From the Federal Register Online via the Government Publishing Office [www.gpo.gov]
[FR Doc No: 2019-24927]

[[Page 65941]]

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ENVIRONMENTAL PROTECTION AGENCY

40 CFR Part 257

[EPA-HQ-OLEM-2019-0172; FRL-10002-02-OLEM]
RIN 2050-AH10

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

AGENCY: Environmental Protection Agency (EPA).

ACTION: Proposed rule.

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SUMMARY: On April 17, 2015, the Environmental Protection Agency (EPA or 
the Agency) promulgated national minimum criteria for existing and new 
coal combustion residuals (CCR) landfills and existing and new CCR 
surface impoundments. On August 21, 2018, the D.C. Circuit Court of 
Appeals issued its opinion in the case of Utility Solid Waste 
Activities Group, et al. v. EPA (USWAG). This rule proposes regulations 
to implement the court's vacatur of the provisions that allow unlined 
impoundments to continue receiving coal ash unless they leak, and that 
classify ``clay-lined'' impoundments as lined, thereby allowing such 
units to operate indefinitely. In addition, EPA is proposing to 
establish a revised date by which unlined surface impoundments must 
cease receiving waste and initiate closure, following its 
reconsideration of those dates in light of the USWAG decision.

DATES: Comments must be received on or before January 31, 2020. Public 
Hearing. The EPA will hold a public hearing on January 7, 2020.

ADDRESSES: The EPA has established a docket for this action under 
Docket ID No. EPA-HQ-OLEM-2019-0172. The EPA has previously established 
a docket for the April 17, 2015, CCR final rule under Docket ID No. 
EPA-HQ-RCRA-2009-0640, and docket for the CCR Phase One Part One Rule 
under Docket ID No. EPA-HQ-OLEM-2017-0286. All documents in the docket 
are listed in the https://www.regulations.gov index. Publicly available 
docket materials are available either electronically at https://www.regulations.gov or in hard copy at the EPA Docket Center. The 
Public Reading Room is open from 8:30 a.m. to 4:30 p.m., Monday through 
Friday, excluding holidays. The telephone number for the Public Reading 
Room is (202) 566-1744, and the telephone number for the EPA Docket 
Center is (202) 566-1742. You may send comments, identified by Docket 
ID. No. EPA-HQ-OLEM-2019-0172, by any of the following methods:
     Federal eRulemaking Portal: https://www.regulations.gov/ 
(our preferred method). Follow the online instructions for submitting 
comments.
     Mail: U.S. Environmental Protection Agency, EPA Docket 
Center, Docket ID No. EPA-HQ-OLEM-0172, Mail Code 28221T, 1200 
Pennsylvania Avenue NW, Washington, DC 20460.
     Hand Delivery/Courier: EPA Docket Center, WJC West 
Building, Room 3334, 1301 Constitution Avenue NW, Washington, DC 20004. 
The Docket Center's hours of operations are 8:30 a.m.-4:30 p.m., 
Monday-Friday (except Federal Holidays).
    Instructions: All submissions received must include the Docket ID 
No. for this rulemaking. Comments received may be posted without change 
to https://www.regulations.gov/, including any personal information 
provided. For detailed instructions on sending comments and additional 
information on the rulemaking process, see the ``Public Participation'' 
heading of the SUPPLEMENTARY INFORMATION section of this document.
    A public hearing will be held either virtually or in in person in 
the Washington, DC metro area. The EPA will announce further details on 
the public hearing on EPA's CCR website (https://www.epa.gov/coalash). 
The hearing will convene at 9:00 a.m. (local time) and conclude at 6:00 
p.m. (local time). If necessary, the hearing may go later to 
accommodate all those wishing to speak. For additional information on 
the public hearing see the ``Public Participation'' heading of the 
SUPPLEMENTARY INFORMATION section of this document.
    Please note that if this hearing is held at a U.S. government 
facility, individuals planning to attend the hearing should be prepared 
to show valid picture identification to the security staff in order to 
gain access to the meeting room. Please note that the REAL ID Act, 
passed by Congress in 2005, established new requirements for entering 
federal facilities. For purposes of the REAL ID Act, EPA will accept 
government-issued IDs, including driver's licenses, from the District 
of Columbia and all states and territories except from American Samoa. 
If your identification is issued by American Samoa, you must present an 
additional form of identification to enter the federal building where 
the public hearing will be held. Acceptable alternative forms of 
identification include: Federal employee badges, passports, enhanced 
driver's licenses, and military identification cards. For additional 
information for the status of your state regarding REAL ID, go to: 
https://www.dhs.gov/real-id-enforcement-brieffrequently-asked-questions. Any objects brought into the building need to fit through 
the security screening system, such as a purse, laptop bag, or small 
backpack. Demonstrations will not be allowed on federal property for 
security reasons.

FOR FURTHER INFORMATION CONTACT: For information concerning this 
proposed rule, contact Kirsten Hillyer, Office of Resource Conservation 
and Recovery, Materials Recovery and Waste Management Division, 
Environmental Protection Agency, 1200 Pennsylvania Avenue NW, MC: 
5304P, Washington, DC 20460; telephone number: (703) 347-0369; email 
address: Hillyer.Kirsten@epa.gov. For more information on this 
rulemaking please visit https://www.epa.gov/coalash.

SUPPLEMENTARY INFORMATION:

I. Executive Summary

A. Purpose of the Regulatory Action

    The EPA is publishing this proposed rule to revise portions of the 
federal CCR regulations in title 40 of the Code of Federal Regulations 
(CFR) Part 257 so that they accurately reflect the regulations as they 
now stand in light of the decision by the D.C. Circuit Court of Appeals 
in the case of Utility Solid Waste Activities Group, et al. v. EPA, 901 
F.3d 414 (D.C. Cir. 2018) (USWAG decision), on August 21, 2018. 
Specifically, the D.C. Circuit vacated (1) the provisions that permit 
unlined impoundments to continue receiving coal ash unless they leak 
(see 40 CFR 257.101(a)); and (2) the provisions that classify ``clay-
lined'' impoundments as lined (see 40 CFR 257.71(a)(1)(i)).
    In addition, this proposed rule addresses the October 31, 2020 
deadline in Sec. Sec.  257.101(a) and (b)(1)(i), by which CCR surface 
impoundments must cease receipt of waste; these regulatory provisions 
were remanded back to EPA by the D.C. Circuit Court of Appeals for 
further reconsideration in light of the USWAG decision. See, 
Waterkeeper Alliance Inc, et al. v. EPA No. 18-1289 (D.C. Circuit).

B. Summary of the Major Provisions of the Regulatory Action

    In this action, EPA is proposing three categories of amendments to 
the part 257 regulations. First, EPA is proposing to change the 
classification of compacted-soil lined or ``clay-lined'' surface 
impoundments from ``lined'' to

[[Page 65942]]

``unlined'' under Sec.  257.71(a)(1)(i). This merely reflects the 
vacatur ordered in the USWAG decision. Second, EPA is proposing 
revisions to the initiation of closure deadlines for unlined CCR 
surface impoundments, and for units that failed the aquifer location 
restriction, found in Sec. Sec.  257.101(a) and (b)(1). This section 
includes revisions to address the USWAG decisions with respect to all 
unlined and ``clay-lined'' impoundments, as well as revisions to the 
provisions remanded back to the Agency for further reconsideration by 
the court in the Waterkeeper decision. Specifically, EPA is proposing a 
new deadline of August 31, 2020 to replace the current deadline of 
October 31, 2020 for CCR units to cease receipt of waste and initiate 
closure because the unit either (1) is an unlined or formerly ``clay-
lined'' CCR surface impoundment (Sec.  257.101(a)) or (2) failed the 
aquifer location standard (Sec.  257.101(b)(1)). Lastly, EPA is 
proposing revisions to the alternate closure provisions, Sec. Sec.  
257.103(a), (b), (e), and (f). These revisions will grant facilities 
additional time to develop alternate capacity to manage their 
wastestreams (both CCR and non-CCR), to achieve cease receipt of waste 
and initiate closure of their CCR surface impoundments. The table below 
summarizes the deadlines proposed in this action.

------------------------------------------------------------------------
 Proposed Compliance Deadlines for CCR
          Surface Impoundments                    Deadline Date
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New cease receipt of waste deadline for  August 31, 2020.
 unlined and formerly clay-lined
 surface impoundments (Sec.
 257.101(a)(1)).
New cease receipt of waste deadline for  August 31, 2020.
 surface impoundments that failed the
 minimum depth to aquifer location
 standard (Sec.   257.101(b)(1)(i)).
New short-term alternate to initiation   No later than November 30,
 of closure (up to 3-month extension to   2020.
 cease receipt of waste deadline) (Sec.
   257.103(e)).
New site specific alternate to           No later than October 15, 2023
 initiation of closure due to lack of     (maximum of 5 years after
 capacity (Sec.   257.103(f)(1)).         USWAG decision mandate date).
New site specific alternate to           No later than October 17, 2023
 initiation of closure due to permanent   for surface impoundments 40
 cessation of a coal-fired boiler(s) by   acres or smaller.
 a date certain (Sec.   257.103(f)(2)).  No later than October 17, 2028
                                          for surface impoundments
                                          larger than 40 acres.
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C. Costs and Benefits

    Several developments have changed the estimated costs of the CCR 
program since the publication of the final rule in 2015. First, 
reporting data show that the affected universe of surface impoundments 
is composed of more unlined units, and that more surface impoundments 
regardless of liner type are leaking than was modeled in the 2015 RIA. 
The affected universe is therefore incurring higher closure costs 
sooner, which increases the overall cost of the program. Second, the 
D.C. Circuit Court vacated provisions of the rule that allowed certain 
classes of impoundments to continue operating until they leaked. This 
decision will force these units to close next year, sooner than they 
were modeled to close in the 2015 RIA. This also increases the overall 
cost of the CCR program. The absolute costs of the CCR program have 
increased since they were estimated in 2015. For the sake of accuracy 
and transparency this cost increase is estimated and shown in the RIA. 
This increase in costs is attributable solely to the existing 
provisions of the CCR rule. The provisions of the proposed rule 
decrease costs by extending certain existing compliance deadlines. The 
proposed rule is therefore considered a cost savings rule. This action 
is expected to result in net cost savings amounting to an annualized 
$39.5 million per year when discounting at 7%. Further information on 
the economic effects of this action can be found in Unit VI of this 
preamble.

II. Public Participation

A. Written Comments

    Submit your comments, identified by Docket ID No. EPA-HQ-OLEM-2019-
0172, at https://www.regulations.gov (our preferred method), or the 
other methods identified in the ADDRESSES section. Once submitted, 
comments cannot be edited or removed from the docket. The EPA may 
publish any comment received to its public docket. Do not submit 
electronically any information you consider to be Confidential Business 
Information (CBI) or other information whose disclosure is restricted 
by statute. Multimedia submissions (audio, video, etc.) must be 
accompanied by a written comment. The written comment is considered the 
official comment and should include discussion of all points you wish 
to make. The EPA will generally not consider comments or comment 
contents located outside of the primary submission (i.e. on the web, 
cloud, or other file sharing system). For additional submission 
methods, the full EPA public comment policy, information about CBI or 
multimedia submissions, and general guidance on making effective 
comments, please visit https://www.epa.gov/dockets/commenting-epa-dockets.

B. Participation in Public Hearing

    The EPA will begin pre-registering speakers for the hearing upon 
publication of this document in the Federal Register. To register to 
speak at the hearing, please use the online registration form available 
on EPA's CCR website (https://www.epa.gov/coalash) or contact the 
person listed in the FOR FURTHER INFORMATION CONTACT section to 
register to speak at the hearing. The last day to pre-register to speak 
at the hearing will be January 3, 2020. On January 6, 2020, the EPA 
will post a general agenda for the hearing on EPA's CCR website 
(https://www.epa.gov/coalash).
    The EPA will make every effort to follow the schedule as closely as 
possible on the day of the hearing; however, please plan for the 
hearings to run either ahead of schedule or behind schedule. 
Additionally, requests to speak will be taken the day of the hearing at 
the hearing registration desk or through the virtual hearing platform. 
The EPA will make every effort to accommodate all speakers who arrive 
and register, although preferences on speaking times may not be able to 
be fulfilled.
    Each commenter will have 5 minutes to provide oral testimony. The 
EPA encourages commenters to provide the EPA with a copy of their oral 
testimony electronically (via email) or in hard copy form. If EPA is 
anticipating a high attendance, the time allotment per testimony may be 
shortened to no

[[Page 65943]]

shorter than 3 minutes to accommodate all those wishing to provide 
testimony and have pre-registered. All comments and materials received 
at the public hearing will be placed in the docket for this rule, as 
well as a transcript from this hearing.
    The EPA may ask clarifying questions during the oral presentations 
but will not respond to the presentations at that time. Written 
statements and supporting information submitted during the comment 
period will be considered with the same weight as oral comments and 
supporting information presented at the public hearing. Verbatim 
transcripts of the hearings and written statements will be included in 
the docket for the rulemaking.
    Please note that any updates made to any aspect of the hearing is 
posted online on EPA's CCR website (https://www.coalash.gov/coalash). 
While the EPA expects the hearing to go forward as set forth above, 
please monitor our website or contact the person listed in the FOR 
FURTHER INFORMATION CONTACT section to determine if there are any 
updates. The EPA does not intend to publish a document in the Federal 
Register announcing updates.
    If you require the service of a translator please pre-register for 
the hearing and describe your needs by December 23, 2019. If you 
require special accommodations such as audio description or closed 
captioning (if the hearing is held virtually), please pre-register for 
the hearing and describe your needs by December 30, 2019. We may not be 
able to arrange accommodations without advanced notice. Commenters 
should notify the person listed in the FOR FURTHER INFORMATION CONTACT 
section and indicate on the registration form of any such needs when 
they pre-register to speak.

III. General Information

A. Does this action apply to me?

    This proposed rule applies to all CCR generated by electric 
utilities and independent power producers that fall within the North 
American Industry Classification System (NAICS) code 221112 and may 
affect the following entities: Electric utility facilities and 
independent power producers that fall under the NAICS code 221112. This 
discussion is not intended to be exhaustive, but rather provides a 
guide for readers regarding entities likely to be regulated by this 
action. This discussion lists the types of entities that EPA is now 
aware could potentially be regulated by this action. Other types of 
entities not described here could also be regulated. To determine 
whether your entity is regulated by this action, you should carefully 
examine the applicability criteria found in Sec.  257.50 of Title 40 of 
the Code of Federal Regulations. If you have questions regarding the 
applicability of this action to a particular entity, consult the person 
listed in the FOR FURTHER INFORMATION CONTACT section.

B. What action is the Agency taking?

    The EPA is proposing to revise certain provisions of the CCR 
regulations at 40 CFR part 257 in response to the decisions issued by 
the United States Court of Appeals for the D.C. Circuit on August 21, 
2018, in Utility Solid Waste Activities Group, et al. v. EPA 901 F.3d 
414 (D.C. Cir. 2018), and on March 13, 2019 in Waterkeeper Alliance 
Inc. et al. v. EPA.
    This proposed rule addresses the vacatur of the regulatory 
provisions that permitted unlined impoundments to continue receiving 
waste unless they leak, 40 CFR 275.101(a), and that classified ``clay-
lined'' impoundments as lined, thereby allowing such units to operate 
40 CFR 257.71(a)(1)(i). The USWAG decision also vacated the exemption 
from the 2015 rule for inactive surface impoundments at inactive power 
plants. This will be addressed in a subsequent rulemaking.
    This proposed rule also addresses the date by which unlined CCR 
surface impoundments and CCR units that failed the aquifer location 
standard must cease receiving waste, and initiate closure which the 
D.C. Circuit Court remanded to EPA on March 13, 2019 in the Waterkeeper 
decision.
    EPA intends that the provisions of this rule would be severable. In 
the event that any individual provision or part of this rule is 
invalidated, EPA intends that this would not render the entire rule 
invalid, and that any individual provisions that can continue to 
operate will be left in place.

C. What is the Agency's authority for taking this action?

    These regulations are established under the authority of sections 
1008(a), 2002(a), 4004, and 4005(a) and (d) of the Solid Waste Disposal 
Act of 1970, as amended by the Resource Conservation and Recovery Act 
of 1976 (RCRA), the Hazardous and Solid Waste Amendments of 1984 
(HSWA), and the Water Infrastructure Improvements for the Nation (WIIN) 
Act of 2016, 42 U.S.C. 6907(a), 6912(a), 6944, and 6945(a) and (d).

D. What are the incremental costs and benefits of this action?

    This action is expected to result in net cost savings amounting to 
an annualized $39.5 million per year when discounting at 7%. Further 
information on the economic effects of this action can be found in Unit 
VI of this preamble.

IV. Background

A. The ``2015 CCR Rule''

    On April 17, 2015, EPA finalized national minimum criteria for the 
disposal of CCR as solid waste under Subtitle D of RCRA titled, 
``Hazardous and Solid Waste Management System; Disposal of Coal 
Combustion Residuals from Electric Utilities,'' (80 FR 21302) (2015 
rule). The 2015 rule regulated existing and new CCR landfills and 
existing and new CCR surface impoundments and all lateral expansions of 
CCR units. It is codified in subpart D of part 257 of Title 40 of the 
CFR. The criteria consist of location restrictions, design and 
operating criteria, groundwater monitoring and corrective action 
requirements, closure and post-closure care requirements, and 
recordkeeping, notification and internet posting requirements. The rule 
also required any existing unlined CCR surface impoundment that is 
contaminating groundwater above a regulated constituent's groundwater 
protection standard to stop receiving wastes and either close or 
retrofit, except in certain circumstances. This closure requirement 
applied only to unlined CCR surface impoundments; units with either a 
composite liner or ``clay-lined'' that met the requirements of section 
257.71(a) were allowed to operate indefinitely.
    The rule was challenged by several parties, including a coalition 
of regulated entities and a coalition of environmental organizations 
(``Environmental Petitioners''). See USWAG et al. v. EPA, 901 F.3d 414 
(D.C. Cir. 2018). The Environmental Petitioners raised two challenges 
\1\ that are relevant to this proposed rule: First, they challenged the 
provision that allowed existing, unlined surface impoundments to 
continue to operate until they cause groundwater

[[Page 65944]]

contamination. See 40 CFR 257.101(a)(1). They contended that EPA failed 
to show how continued operation of unlined impoundments met RCRA's 
baseline requirement that any solid waste disposal site pose ``no 
reasonable probability of adverse effects on health or the 
environment.'' See 42 U.S.C. 6944(a). The Environmental Petitioners 
also challenged the provisions that allowed impoundments lined with 
two-feet of clay to continue operating even when they leak, requiring 
only that they remediate the resulting contamination. The petitioners 
pointed to record evidence that ``clay-lined'' units are likely to leak 
and contended that the EPA's approach ``authorizes an endless cycle of 
spills and clean-ups'' in violation of RCRA.
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    \1\ Environmental Petitioners also challenged the provisions 
exempting inactive surface impoundments at inactive power plants 
from regulation. The court also ruled for the Petitioners on these 
claims, vacating and remanding these provisions back to EPA. 
However, in contrast to the other provisions addressed in this rule, 
additional rulemaking is necessary to effectuate the court's order, 
as the court's vacatur alone did not subject these units to 
regulation. This aspect of the decision will be addressed in a 
subsequent proposal.
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B. USWAG Decision

    The U.S. Court of Appeals for the D.C. Circuit issued its decision 
on August 21, 2018 (USWAG decision). The Court upheld most of the rule 
but ruled for the Environmental Petitioners on these two claims. The 
court held that EPA acted ``arbitrarily and capriciously and contrary 
to RCRA'' in failing to require the closure of unlined surface 
impoundments and in classifying so-called ``clay-lined'' impoundments 
as lined, based on the record supporting the rule. See 901 F.3d at 431-
432. The court ordered that ``the Final Rule be vacated and remanded 
with respect to the provisions that permit unlined impoundments to 
continue receiving coal ash unless they leak, Sec.  257.101(a), [and] 
classify ``clay-lined'' impoundments as lined, see 40 CFR 
257.71(a)(1)(i).'' See Id. The Court issued the mandate for this 
decision on October 15, 2018. Therefore, part of this proposed 
rulemaking action updates the regulations to reflect the provisions 
that the Court vacated.

C. Waterkeeper Decision

    Prior to the August 21, 2018 decision in USWAG v. EPA, EPA issued a 
final rule in July 2018. In this rulemaking EPA extended the deadlines 
for two categories of CCR surface impoundments to cease receipt of 
waste and to initiate closure: (1) Unlined CCR surface impoundments 
with a groundwater protection standard (GWPS) exceedance of an Appendix 
IV constituent \2\ and (2) units that failed to meet the location 
criteria in 257.60(a) (requiring either a minimum five feet between the 
unit base and the uppermost aquifer or a demonstration that there will 
not be an intermittent, recurring, or sustained hydraulic connection 
between any portion of the base of the unit and the uppermost aquifer). 
These deadlines were extended until October 31, 2020.
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    \2\ A groundwater protection standard (GWPS) is established 
using the methods in Sec.  257.95(h). For constituents with a 
maximum contaminant level (MCL), the GWPS is the MCL for that 
constituent. For the constituents that do not have an established 
MCL, the GWPS is the health-based levels EPA established in the July 
2018 rule. If the background level is higher than the MCL or the 
health-based level, then background should be used as the GWPS.
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    The July 2018 final rule was challenged by Waterkeeper Alliance, 
who also requested an expedited review of the October 31, 2020 
deadline. See Waterkeeper Alliance Inc, et al. v. EPA, No. 18-1289 
(D.C. Cir. 2018) (Waterkeeper decision). On March 13, 2019 the court 
granted EPA's request to remand the July 2018 rule, ``to allow the 
agency to reconsider that rule in light of th[e] court's decision in 
[USWAG].'' This proposed rulemaking action reflects EPA's 
reconsideration to date of the current deadline of October 31, 2020 for 
unlined surface impoundments to cease receiving waste. EPA will address 
its reconsideration of other aspects of the July 2018 rule in 
subsequent rulemaking actions.

D. Reconsideration of October 31, 2020 Deadline To Cease Receipt of 
Waste

    EPA is proposing to require that facilities cease placement of all 
wastes (both CCR and non-CCR) as soon as technically feasible. To 
determine what is technically feasible, EPA reviewed currently 
available construction and engineering data for each step that owners 
and operators need to take to cease the receipt of waste and initiate 
closure of the unit. Based on this review, EPA is proposing to 
establish a new deadline of August 31, 2020 for unlined surface 
impoundments to cease receiving waste.
    However, the information that EPA reviewed also indicated that some 
of these facilities will not be able to complete all of the 
construction and/or engineering needed to cease receiving waste into 
their unlined impoundment(s) by this deadline. In addition, the USWAG 
decision brought in a new group of units that are required to close 
under Sec.  257.101(a); specifically, ``clay-lined'' impoundments and 
unlined impoundments that were not leaking and were in compliance with 
all location restrictions. Facilities with such units did not 
anticipate having to cease using their surface impoundments prior to 
the USWAG decision. A number of these facilities only have the capacity 
to manage their CCR and/or non-CCR wastes in their existing unlined CCR 
surface impoundment(s) and will not be able to complete all of the 
construction and/or engineering necessary to stop using the unlined 
surface impoundment by the new deadline. Consequently, EPA is also 
proposing to establish procedures by which such facilities may obtain 
additional time to complete construction.

V. What is EPA proposing to amend?

    This action proposes to amend the regulatory language to accurately 
reflect the aspects of the USWAG decision relating to compacted soil 
``clay-lined'' CCR surface impoundments and the continued operation and 
closure of unlined CCR surface impoundments. It also presents the 
proposals resulting from EPA's reconsideration of the July 30, 2018 
rule in light of the decision in USWAG. See Waterkeeper Alliance Inc, 
et al. v. EPA (Waterkeeper decision).

A. Definition of Compacted Soil Liner

    The USWAG decision affected the regulatory definition of a 
``lined'' CCR surface impoundment. The court vacated the provisions at 
Sec.  257.71(a)(1)(i) that defined existing CCR surface impoundments 
constructed with a clay liner (i.e., a compacted soil liner that met 
certain criteria) to be ``lined,'' and, therefore, excluded from 
mandated closure under Sec.  257.101(a). To reflect this decision, EPA 
is proposing to amend the CFR to delete subparagraph Sec.  
257.71(a)(1)(i). The EPA is also making conforming revisions to Sec.  
257.71(a)(3)(i) and Sec.  257.71(a)(3)(ii), by deleting the references 
to subparagraph (a)(1)(i). In the remainder of this preamble the term 
``unlined CCR surface impoundment'' is inclusive of the units that were 
formerly considered ``clay-lined''. Based on the data on the CCR 
publicly accessible websites there are 28 active surface impoundments 
that certified as ``clay-lined''. Of these 28, seven failed at least 
one location restriction and therefore would have been to close 
irrespective of the court decision.

B. Closure of CCR Surface Impoundments

    As noted previously, the USWAG court held that EPA acted 
``arbitrarily and capriciously and contrary to RCRA'' in failing to 
require the closure of all unlined surface impoundments and ordered 
that `` the Final Rule be vacated and remanded with respect to the 
provisions that permit unlined impoundments to continue receiving coal 
ash unless they leak.'' See 901 F.3d at 449. The EPA interprets this as 
only a partial vacatur of section 257.101(a). The EPA interprets the 
court as having

[[Page 65945]]

vacated only the following phrase in Sec.  257.101(a)(1): ``if at any 
time after October 19, 2015 an owner or operator of an existing unlined 
CCR surface impoundment determines in any sampling event that the 
concentrations of one or more constituents listed in appendix IV to 
this part are detected at statistically significant levels above the 
groundwater protection standard established under Sec.  257.95(h) for 
such CCR unit.'' EPA does not interpret this as a vacatur of the entire 
provision because that would remove the requirement for such units to 
close and would be inconsistent with the holding that it was arbitrary 
and capricious for EPA not to have required unlined impoundments to 
close. With the vacatur of that phrase, Sec.  257.101(a)(1) required 
owners and operators to cease placement of both CCR and non-CCR 
wastestreams into all unlined CCR surface impoundments, including those 
that were formerly ``clay-lined'', no later than October 31, 2020.
    The October 31, 2020 timeframe was established by the rule 
published on July 30, 2018 at 83 FR 36435, rather than by the original 
2015 final rule. The July 2018 amendment had not yet been challenged 
when the USWAG court rendered its decision. Since the USWAG decision, 
however, the Waterkeeper Alliance challenged the EPA's July 2018 rule, 
requesting expedited review of the October 31, 2020 deadline. In 
response, EPA requested a remand of the July 2018 rule, which the court 
granted on March 13, 2019 ``to allow the agency to reconsider that rule 
in light of this court's decision in [USWAG].''
1. EPA's Reconsideration
    The USWAG court faulted EPA for failing to fully estimate the risks 
associated with the continued operation (and leakage) of unlined 
impoundments and for failing to address the risks from allowing these 
units to continue to operate until they leak, holding that RCRA 
requires the Agency to determine that such risks would be acceptable 
under the Sec.  4004(a) standard in order to authorize the continued 
operation of such units during this time. In the absence of such an 
assessment, the D.C. Circuit stated that, based on the record before 
the court, all unlined surface impoundment must cease receiving waste, 
whether or not the unit is leaking.
    Further, any assessment to support continued operation likely would 
need to address the more recent information developed since 2015. For 
example, more recent data suggest that a greater number of units are 
leaking than EPA originally estimated during the rulemaking. The EPA 
has also learned that some units were constructed such that the base of 
the unit is located within the underlying aquifer, conditions that were 
not evaluated in the 2014 risk assessment. Unfortunately, this new 
information is not presented in a form that can be readily incorporated 
into a nationwide risk assessment. Additionally, given the expedited 
timeframe needed to complete the reconsideration of the deadline for a 
unit to cease receiving waste and initiate closure, EPA was unable to 
develop a nationwide risk assessment of continued operation of these 
units.
    However, many utilities currently could not immediately cease the 
placement of wastestreams into their surface impoundments without 
causing potentially significant disruptions to plant operations and 
thus the provision of electricity to their customers, as they lack 
additional capacity to manage these wastes elsewhere as laid out in 
their filings to the Waterkeeper court, as discussed further in the 
following section of this preamble. The Waterkeeper court recognized 
this, declining to vacate the July 2018 Rule partly because ``EPA and 
the intervenors have shown that the consequences of vacatur would be 
disruptive.''
    To address these competing considerations in a manner consistent 
with the statute and the D.C. Circuit's decisions, EPA is proposing to 
require that facilities cease placement of all wastes (both CCR and 
non-CCR) as soon as technically feasible, and below describes what the 
agency considers this to mean. EPA considers that such a requirement 
would meet the RCRA Sec.  4004(a) standard because it requires the 
facility to do what is possible in the shortest achievable time. The 
EPA cannot impose more protective measures than can be technically 
feasibly implemented, as the law cannot compel the impossible. See 
USWAG at 448; Hughey v. JMS Development Corp, 78 F.3d 1523 (11th Cir 
1996); Cherry-Burrell Corp v. US, 367 F.2d 669 (8th Cir 1966). The EPA 
also considers that requiring facilities to expedite the initiation of 
closure of unlined surface impoundments is consistent with the court's 
finding that further evidence is needed to permit such units to 
continue to operate. See Id. at 429-430. The EPA currently lacks such 
evidence on a national level, and it does not anticipate being able to 
develop such information in the near-term.
    To determine what is technically feasible, EPA evaluated the steps 
that owners and operators need to take to cease receipt of waste and 
initiate closure. For each surface impoundment, the precise steps and 
the actual time needed to complete each step are unique. However, each 
unit must undertake the same fundamental steps in order to cease 
receipt of waste and initiate closure. The first and most important 
step to cease receipt of waste in an unlined CCR surface impoundment is 
that the CCR and/or non-CCR wastestreams need to be diverted to another 
unit (i.e., alternate disposal capacity). Based on information from 
industry stakeholders, EPA understands that alternate capacity will 
need to be developed for these wastestreams at a number of these 
facilities. Consequently, EPA began by evaluating the various types of 
alternate capacity currently available and the processes and time 
frames necessary for facilities to implement them to be able to cease 
receipt of waste and initiate closure.
2. Alternate Capacity Approaches
    Alternate capacity must be developed for the wastestreams that are 
being disposed of in the impoundment. The alternate capacity could 
range from the construction of a new CCR surface impoundment, to a new 
non-CCR wastewater basin, to the development of a wastewater treatment 
unit or to the conversion to dry-handling of CCR. These alternate 
capacities require various times for construction and incorporation 
into plant operations. In addition, the engineering and design for each 
of these capacities requires a different timeframe and is highly 
dependent on the current plant design, complexity of the wastestreams 
going into the new alternate capacity, and the volume of wastestreams 
needing to be rerouted.
    Industry stakeholders submitted information to EPA on the time 
needed to develop various types of alternate capacity. The EPA also 
examined the declarations submitted in the Waterkeeper decision briefs 
and the closure plans on the publicly accessible websites. Few closure 
plans contained information on the time the facility planned on needing 
to cease receipt of waste prior to beginning closure. If a closure plan 
did indicate an amount of time needed to prepare for initiation of 
closure, it did not discuss the specific processes that were occurring 
during that amount of time. As a result, EPA relied principally on the 
industry stakeholder submissions on timing to initiate closure and the 
declarations from the Waterkeeper briefs. The EPA found from examining 
these sources of information, there are six main approaches for 
alternate capacity. The main approaches of alternate capacity

[[Page 65946]]

and the average time to complete them are:

1. Conversion to Dry Handling: 36 months
2. Non-CCR wastewater basin: 21 months
3. Wastewater Treatment Facility: 16 to 21 months
4. New CCR surface impoundment: 27 months
5. Retrofit of a CCR surface impoundment: 31.5 months (shorter is 
possible for small surface impoundments, 4 to 12 months)
6. Multiple technology system: 21 to 36 months

    Each of these approaches for alternate capacity are discussed 
further in the subsequent sections of this preamble. The discussion for 
each approach examines the average time required to complete the 
approach and have the capacity operational. This average amount of time 
captures some of the variability due to site-specific needs and 
provides for a more accurate national benchmark of how long it will 
take to develop that specific alternate capacity approach.
(a) Conversion to Dry Handling of CCR
    Based on information submitted by stakeholders, many facilities are 
converting to the dry handling of CCR. The conversion to dry handling 
lowers the amount of water used at the plant and reduces the need for 
CCR surface impoundments. The conversion process for the various 
sluiced CCR wastestreams can be complex and lengthy. The conversion to 
dry handling for some CCR wastestreams has taken 36 months at some 
facilities.\3\ Based on information collected in conjunction with the 
Effluent Limit Guidelines (ELG) rule, EPA believes that the 36-month 
timeframe is a reasonable central tendency estimate of the time need to 
complete the conversion to dry handling. Depending on the system 
installed to transport the bottom ash, it is possible for the 
conversion process to be completed faster or slower. An engineering 
firm estimated the following times for each phase for completing the 
conversion to dry handling of CCR.\4\ The phases to complete the 
conversion to dry handling includes a planning, design and engineering 
phase (approximately 6 months), procurement and contractor bid phase 
(approximately 5 months), fabrication and delivery of new equipment 
phase (approximating 16 months), and lastly a construction and 
transition phase (approximately 21 months). The timeframes for each 
phase are dependent on the site-specific circumstances of the plant 
such as plant size, the number of boilers at the plant, number and 
volume of wastestreams affected by the conversion, and location of the 
plant.
---------------------------------------------------------------------------

    \3\ See Southern Company timing to initiate closure information 
submission and Southern Company comments from Phase 1 proposal in 
the docket.
    \4\ See What Happens to My non-CCR Streams? in the docket.
---------------------------------------------------------------------------

    During the planning, design and engineering phase the facility must 
conduct a complete water mass balance of the plant and figure out how 
the water mass balance will change with the implementation of the new 
dry handling machinery. The water mass balance determines the number 
and volume of flows going into the plant and produced by the plant. It 
also analyzes the chemical composition, the flow path, the volumetric 
flow rate, and temperature of each wastestream. Conversion to dry 
handling requires an overhaul to the water mass balance of the plant 
and reconfiguration of water streams in the operation of the plant. To 
assist in the reconfiguration of the water streams of the plant a new 
process flow diagram (PFD) and piping and instrument drawing (P&ID) for 
the plant will need to be developed. A PFD depicts the general flow of 
the plant processes and the equipment. The P&ID shows more detail than 
the PFD by including minor flows, control loops, piping details, and 
instrumentation. The design of the new P&ID and PFD is a critical 
planning step to properly transition plant operations to dry handling. 
These diagrams assist engineers in selecting the correct grade, 
material, and size of piping for the volume and compositions of 
wastestreams being rerouted during the conversion process.
    Once the engineering and design phase is complete, the design can 
go out for procurement and contractor bidding. This second phase of the 
conversion process is approximately 5 months. During this phase the 
project is put out for contractor bid and is awarded. Once a contractor 
is selected the necessary equipment is ordered, fabricated, and 
delivered to the site. In the timeline provided by an engineering firm 
the fabrication and delivery of the equipment phase has approximately 9 
months of overlap with the construction phase of the conversion 
process. The delivery of the equipment is coordinated with the 
construction schedule. The main process of the construction phase is 
changing how the bottom ash is removed from the bottom of the boiler. 
Other steps during the construction phase can also involve the building 
of a new power house, new process building, new power supplies and 
lines, new pneumatic lines and piping, new dry ash storage silos, new 
filter separators, and new piping.
    Facilities currently remove bottom ash from the boiler by letting 
the bottom ash fall to the bottom of the furnace and then quenching it 
in a water-filled hopper. Most plants then sluice (using water to 
transport) the ash from the hopper to a CCR surface impoundment. There 
are various systems a facility can install to convert to dry handling 
of bottom ash. The most common systems are remote drag chain systems 
and dense slurry systems. The remote mechanical drag system requires 
the installation of a drag chain conveyor that pulls the bottom ash out 
of the water filled hopper to dewater the ash and transport it to a 
storage silo or truck. The dense slurry system uses a dry vacuum to 
transport the ash to a silo where it is then mixed with a small amount 
of water to be pumped to an onsite landfill. There are other conveyor 
systems a facility may install in lieu of the two previously mentioned 
such as a mechanical drag system, dry mechanical conveyor, vibratory 
belt system, or submerged grind conveyor where the system involves 
installing a conveyor system directly underneath the boiler. These 
systems replace the pumping and piping system currently in place to 
transport the sluiced CCR to the existing CCR surface impoundment. The 
removal of the sluicing process flows requires modifying the boilers. 
To capture and transport dry CCR, a conveyer system needs to be 
installed under the boiler, which cannot be installed while the boiler 
is online. Duke Energy stated that the installation of a submerged 
conveyer system required a 12-week outage of the boiler.\5\ Therefore, 
the construction schedule must be carefully orchestrated with scheduled 
boiler shutdown.
---------------------------------------------------------------------------

    \5\ See Duke Energy timing to initiate closure information 
submission in the docket.
---------------------------------------------------------------------------

    The facility is required to schedule and agree upon boiler shutdown 
periods with their Regional Transmission Organization (RTO) to ensure 
grid reliability. Most plants have regular boiler shutdowns on an 
annual basis with a more substantial one every few years. Since regular 
boiler shutdowns are already scheduled, the facility should plan the 
construction around the already scheduled outage; however, the outage 
may need to be extended depending on the work needing to be completed 
for the conversion. The RTOs require various lead times of consultation 
or notice prior to any retirements, outages, or extended

[[Page 65947]]

periods of non-operation. For example: Midcontinent Independent System 
Operator (MISO) requires at least 26 weeks, Electric Reliability 
Council of Texas (ERCOT) requires at least 22 weeks, and PJM requires 
at least 13 weeks.\6\
---------------------------------------------------------------------------

    \6\ See Cynthia Vodopivec of Vistra Energy Corporation letter in 
the docket.
---------------------------------------------------------------------------

    Once the sluicing process flows are removed and the construction is 
completed, the plant is fully transitioned to dry handling. At this 
point in time the facility no longer needs the CCR surface impoundment 
for CCR wastestreams and can cease receipt of CCR. Information 
submitted to EPA suggests that the process to complete the conversion 
to dry handling for a facility requires the most amount of time (36 to 
48 months) out of all the alternate capacity methods; however, a 
majority of coal-fired plants have completed the conversion to dry 
handling. Based on information collected in conjunction with the ELG 
rule, approximately 20% of coal-fired plants are still producing bottom 
ash being sluiced to a CCR surface impoundment. The remaining 80% have 
either converted to a complete dry handling system or are using a 
system recycling their wet sluicing bottom ash streams.\7\ The 
facilities that are managing their CCR dry, are either storing it in 
silos to be beneficially reused or they are disposing the CCR in a 
landfill. To accommodate the influx of CCR, new landfills or landfill 
cells may need to be constructed, in the event off-site disposal 
options are already at full capacity or otherwise not available. The 
EPA did not receive any information from stakeholders on the time 
needed or the process to construct a new landfill. Therefore, the 
construction of a new landfill is not discussed in this section. 
However, it is possible a facility may be constructing a new landfill 
for alternate capacity. The EPA seeks comment on whether landfills are 
being constructed for alternate capacity and if so, the specifics for 
the steps and time involved.
---------------------------------------------------------------------------

    \7\ ``Supplemental Technical Development Document for the 
Reconsideration of the Effluent Limitations Guidelines and Standards 
for the Steam Electric Power Generating Point Source Category.'' See 
Effluent Limitations Guidelines and Standards for the Steam Electric 
Power Generating Point Source Category docket (EPA-HQ-OW-2009-0819).
---------------------------------------------------------------------------

    Several stakeholders are currently using CCR surface impoundments 
for disposal of only non-CCR wastestreams, discussed more in the 
section below, after the conversion to dry handling. For some 
facilities prior to the USWAG decision, it was unnecessary to build a 
new basin for non-CCR wastestreams after converting to dry handling or 
switching to natural gas due to the ease of using the existing disposal 
unit. Some facilities have indicated they planned to construct a new 
non-CCR wastestream basin during the conversion process and are able to 
complete the non-CCR wastestream basin concurrently with the conversion 
construction. Facilities that are operating a completely dry handling 
system or who have switched to natural gas may lack alternate capacity 
for the non-CCR wastestreams disposed of into the CCR surface 
impoundment.
(b) Non-CCR Wastestream Basins
    Some examples of non-CCR wastestreams are coal pile run-off, 
leachate collection, storm water collection, process recycle water, 
boiler blow down, and chemical metal cleaning waste. To meet the need 
for handling non-CCR wastestreams a facility may decide to construct a 
basin for the non-CCR wastestreams, assuming they have the space to 
construct the new unit. Since, the CCR design criteria and groundwater 
monitoring network regulations do not apply to new non-CCR wastestream 
basins, such units may be constructed faster.
    The EPA has received data from stakeholders stating the process of 
building and transitioning from a unit that comingled CCR and non-CCR 
wastestreams to a non-CCR wastestream only basin takes 18 to 41 months 
to complete.\8\ The variation of time needed to complete the basin is 
often due to permitting processes and site-specific construction 
factors. The low end of the time range is derived from stakeholder 
provided information indicating that all the other phases of 
constructing the basin can happen concurrently with permitting, 
resulting in completion of the basin in 18 months.\9\ While the high 
end of the range is derived from information provided by another 
stakeholder indicating that only limited steps can happen prior to 
approval of all permits, which made the overall timeframe significantly 
longer (a high end estimate of 41 months).\10\ However, when removing 
the permitting timeframe considerations from the schedules both 
stakeholders provided, the average time to design, engineer, and 
construct a non-CCR wastewater basin is 21 months. This average amount 
of time captures some of the variability due to site-specific needs and 
provides for a more accurate national benchmark. The phases to complete 
the non-CCR wastestreams basin are an engineering and design phase 
(approximately four months), a contracting, procurement, and 
construction phase (approximately 16 months), and a start-up and 
testing phase (one month).
---------------------------------------------------------------------------

    \8\ See Cynthia Vodopivec of Vistra Energy Corporation letter in 
the docket.
    \9\ See Southern Company comments on Phase 1 proposal in the 
docket.
    \10\ See TVA timing to initiate closure information submission 
in the docket.
---------------------------------------------------------------------------

    The engineering and design phase is the first step in construction 
of the basin. The engineering and design phase takes approximately four 
months to complete. The engineering phase includes site survey, 
engineering and design of the basin, design of the new piping to be 
installed, and designing a new process flow diagram of how the new 
basin will be connected to plant operations. The basin design is 
critical to ensure there is proper residence time and the construction 
materials selected are compatible with the water chemistry of the non-
CCR wastestreams. The residence time is the necessary time for any 
reactions or settling to be completed before the wastewater is recycled 
back to the facility or discharged. The design of the new piping and 
the process flow diagram is a critical planning step to properly 
incorporate the new basin into plant operations. The diagram assists 
engineers in selecting the correct grade, material, and size of piping 
for the volume and compositions of wastestreams being routed into and 
out of the new non-CCR basin.
    The next phase of contracting, procurement, and construction occurs 
after the completion of the engineering and design. This phase takes 
approximately 16 months to complete. The design from the first phase is 
put out for contract selection and the necessary equipment is ordered 
and delivered. During the procurement process the necessary materials, 
such as the correct type and amount of piping and the materials to 
construct and line the basin are selected, as well as any equipment or 
machinery needed to assist in installation and construction are ordered 
and delivered to the facility. The equipment is commonly delivered in 
accordance with the construction schedule. The procurement and 
construction periods typically have a large amount of overlap with each 
other due to equipment being ordered and delivered to the facility as 
it is needed during construction. The approximate time to complete 
construction for a non-CCR wastewater basin is 14 months. This 
timeframe includes the construction of the new basin, installation of 
the liner material selected, such as concrete, rerouting and 
installation of new piping to the new non-CCR wastewater basin, and 
installation of any mechanical and

[[Page 65948]]

electrical components such as pumps and valves. The timeframe for 
construction could be quite variable depending on environmental 
conditions, the procurement of materials, the site design, and the size 
of the basin being constructed. For example, if the facility layout 
requires the new basin to be constructed farther away from the plant 
than the existing surface impoundment, or if the basin is large in 
size, or if the site of the new basin requires a large amount of 
preparation such as leveling or clearing of plants, trees, or other 
debris, or if the basin is being constructed in an area of the plant 
with limited ingress and egress, then the speed of construction could 
be affected. In addition, depending on the location of the facility 
there could be delays and limitations to the construction schedule due 
to weather. For example, one stakeholder indicated their site has 
experienced many delays in construction and delivery of equipment due 
to the hurricanes in the past year.\11\ As a result, the facility is 
now behind schedule and having to redo previously completed work. 
Similarly, if the plant is located in a cold climate area, the 
construction schedule will be implemented around the thawing and 
freezing of the soil.
---------------------------------------------------------------------------

    \11\ See Southern Company timing to initiate closure information 
submission in the docket.
---------------------------------------------------------------------------

    The startup and testing of the new basin is the final phase. This 
step takes approximately one month to complete however it may vary 
depending on the site-specific conditions to achieve proper outfall 
water chemistry and settling time of the basin. The basin is engineered 
to have a specific residence time to obtain proper water chemistry and 
settling time. Both of these design factors are important to obtain the 
proper water outfall chemistry to meet the National Permit Discharge 
Elimination System (NPDES) standards. Prior to allowing the basin's 
outfall to be discharged, the water chemistry needs to be tested to 
ensure it meets the NPDES standards. If the outfall does not meet the 
standards, the operating conditions will have to be adjusted, such as 
flow rate into the basin to adjust residence time and settling time. 
Alternatively, the water from the basin may not be discharged and may 
be recycled back to the plant. The recycle stream would need to meet 
the site-specific standards for the given facility. Additionally, the 
water could also be treated downstream from the basin prior to 
discharge, for example a series of basins or in water treatment 
facility. These factors can lead to a longer startup phase for the 
basin. Once proper water chemistry and settling times are achieved, the 
new basin is fully operational, and the old CCR surface impoundment can 
cease receiving waste. Once proper water chemistry and settling times 
are achieved and treatment standards are met, the new basin is fully 
operational, and the old CCR surface impoundment can cease receiving 
waste.
    Since some facilities have not or will not convert to dry handling, 
there are some facilities that still require capacity for their wet CCR 
wastestreams. These facilities most likely will not be able to solely 
rely on a non-CCR wastestreams basin because the liner usually does not 
meet the requirements of the CCR rule; therefore, non-CCR wastestream 
basins are unable to accept CCR. Under the current Part 257 
regulations, a facility has two main options for managing wet CCR 
wastestreams, a wastewater treatment facility and a CCR surface 
impoundment.
(c) Wastewater Treatment Facility
    The development of a wastewater treatment facility would provide 
one type of alternate capacity for facilities. A wastewater treatment 
facility is able to remove heavy metals and reduce the amount of Total 
Disolved Solids (TDS) and Total Suspended Solids (TSS) from the 
wastestreams. Wastewater treatment facilities can potentially utilize a 
vast number of components and methods for treatment. One method of 
water treatment facility is a chemical precipitation system. Based on 
information obtained in connection with the development of the Effluent 
Limit Guidelines (ELG) rule, the development, construction, and 
implementation of this type of wastewater treatment unit would take on 
average 16 to 21 months. This range of time is highly dependent on the 
volumes of the wastewater streams that need to be treated. There are a 
variety of materials to choose from to construct the treatment tanks. 
One type of water treatment tank is concrete treatment tanks.\12\ A 
system utilizing concrete tanks is capable of handling large volumes of 
CCR wastestreams such as bottom ash transport water; however, it 
greatly increases the amount of time to complete the system. The total 
time needed to complete construction of concrete treatment tanks is 
approximately 27 months. The time needed for the concrete treatment 
tanks is longer due to a longer start up and transitioning phase.
---------------------------------------------------------------------------

    \12\ See declaration of Jeffery Jenkins, Arizona Public Service 
in the docket.
---------------------------------------------------------------------------

    The water treatment facilities are completed in 5 phases: (1) 
Initial engineering and design (approximately 3 months), (2) contractor 
selection (approximately 3 to 5 months), (3) finalization of 
engineering and design (approximately 2 to 3 months), (4) equipment 
procurement, and construction (approximately 7 to 8 months), and (5) 
start up and transitioning (approximately one month).
    The initial engineering and design phase mainly focus on the 
evaluation of the water mass balance of the plant. On average 
approximately three months are needed complete this first phase of the 
initial engineering and design. To evaluate the water mass balance of 
the plant, all the water streams coming into the plant, going out of 
the plant, and any specific steps that would change the water chemistry 
need to be evaluated for volumetric flow rate and chemical composition. 
At large facilities, complex water balances are common, which require 
more time than three months for the initial engineering evaluation and 
design. A complex water mass balance contains numerous water streams, 
with variable composition changes within a stream, and various volumes 
and flow rates. The more water streams there are, the more complex, and 
challenging it is to determine the overall water mass balance for the 
plant. One stakeholder indicated a simple water mass balance at a plant 
had nine wastestreams; whereas, a significantly more complex water mass 
balance at a plant had over 50 wastestreams.\13\
---------------------------------------------------------------------------

    \13\ See Southern Company comments on Phase 1 proposed rule in 
the docket.
---------------------------------------------------------------------------

    After the first phase of the initial engineering and design, the 
owner or operator is then able to put the project out for contractor 
bidding, thus beginning the second phase of contractor selection. The 
bidding and selection of the contractor is typically three to five 
months. The range in time is driven by the complexity and volume of 
wastewater. Large volumes and complex flows mean that it will take 
longer to properly submit an initial design of the wastewater treatment 
facility. This in turn makes the bidding and selection process longer 
as well. The initial design of the water treatment facility includes 
the recommended treatment methods and the order in which they should 
occur, and the recommended materials for the treatment methods.
    After selection of the contractor, the third phase is finalization 
of engineering

[[Page 65949]]

and design. Two to three months are typically needed to complete this 
second step of engineering and design phase. The design process could 
extend past this timeframe if the wastestreams are complex and large in 
volume. During this phase, the design from the contractor bid and 
selection is finalized and fine-tuned. This finalization of the design 
for the wastewater treatment facility ensures the water mass balance 
was done correctly and selects the necessary technologies, proper 
equipment, and chemicals needed for each treatment stage. This stage 
also ensures the materials selected are compatible with the water 
chemistry, and the order of treatment methods achieve maximum treatment 
efficiency for the plant's operations.
    Once the finalization of engineering and design phase is complete, 
the necessary materials must be obtained and installed during the 
fourth phase, procurement and construction. This phase requires 
approximately seven to eight months to complete. Some necessary 
materials are treatment tanks, piping, polymer and instrumentation. The 
procurement period typically can take five months. However, if the 
wastestreams are large in volume or if the water chemistry is 
particularly complex, the equipment will need to be custom ordered and 
require longer fabrication times which could lead to a procurement time 
of 12 months or longer. For example, one stakeholder indicated for a 
complex water mass balance system of more than 50 wastestreams with 
streams that contain a high amount of variability, that the procurement 
period (procure, fabricate, and deliver to the site) took 13 
months.\14\ Installation can take approximately two to three months.
---------------------------------------------------------------------------

    \14\ See Southern Company comments on Phase 1 proposal in 
docket.
---------------------------------------------------------------------------

    The final phase is start up and transitioning the wastestreams to 
the water treatment facility and conducting system testing to ensure it 
is running properly and effectively treating the water to meet the 
discharge levels or recycled water requirements. The discharge of the 
water treatment facility is required to meet NPDES discharge limits. 
Such limits may include for example maximum amount of Total Suspended 
Solids (TSS), oil and grease, and iron and copper for metal cleaning 
wastes.\15\ The treatment system will need to be tuned and periodically 
checked to ensure the discharge is within the acceptable limits. The 
treatment is able to be tuned by adjusting the flow rate, the amount of 
reactants in the system, and the recycle stream flow rates. This 
process can be as short as one month, however for the concrete 
treatment tanks this phase can take 9 months to complete. Once the 
treatment facility has completed start up testing, the CCR surface 
impoundment is no longer needed. The owner or operator can then 
initiate closure because the wastestreams are rerouted to the water 
treatment facility and waste is no longer being received in the CCR 
surface impoundment.
---------------------------------------------------------------------------

    \15\ See ``What Happens to my non-CCR Streams?'' in the docket.
---------------------------------------------------------------------------

(d) New CCR Surface Impoundment
    Facilities may have the need to construct a new CCR surface 
impoundment rather than a water treatment facility. A CCR surface 
impoundment could be capable of handling a wider variety of CCR and 
non-CCR wastestreams both in chemical composition and in volume. A new 
CCR surface impoundment takes on average 27 months to construct. This 
average was obtained from available data submitted by stakeholders 
indicating how long it will take to construct a new surface impoundment 
in compliance with the CCR rule.16 17 18
---------------------------------------------------------------------------

    \16\ See Southern Company timing to initiate closure information 
submission in the docket.
    \17\ See Excel Energy timing to initiate closure information 
submission in the docket.
    \18\ See declaration of Jeffery Jenkins, Arizona Public Service 
in the docket.
---------------------------------------------------------------------------

    The construction timeframe includes four phases: (1) Engineering 
and design, (2) permitting, (3) obtaining contractors, equipment and 
construction, and (4) system testing. The first phase of engineering 
and design takes on average six months to complete. During the 
engineering phase the new surface impoundment is designed to be the 
proper size, the site survey conducted, the liner materials selected, 
and designing any necessary methods to transport the wastestreams to 
the new surface impoundment. The new surface impoundment must be 
designed to specific dimensions (length, width, and depth) to achieve 
the necessary residence time for the volume of wastestreams disposed of 
into the surface impoundment. The residence time is a critical design 
element of the surface impoundment because it allows the wastestreams 
to undergo the proper settling time and treatment time to obtain proper 
water chemistry at the outfall to meet appropriate discharge limits. 
The residence time assists in determining the necessary size of the 
surface impoundment.
    The second phase, permitting, can take between 6 to 18 months to 
complete. This phase of construction is highly variable depending on 
the type of permit(s) needed and the state's permit application 
processing time. In some cases, the other phases such as obtaining 
contractors, equipment and construction can continue and have some 
overlap with the permitting phase. The EPA acknowledges that in some 
rare circumstances the permitting process may take significantly 
longer. For example, one stakeholder indicated that due to the 
necessary permits for constructing the surface impoundment, they are 
unable to proceed with the next phases until the permit applications 
are approved.\19\ For this stakeholder, the process of needing the 
permit to be approved prior to the next step added 19-25 months to time 
needed to complete a new surface impoundment.
---------------------------------------------------------------------------

    \19\ See declaration of Rudy Navarro Jr., Salt River Project 
Agricultural Improvement and Power District and timing to initiate 
closure information submission.
---------------------------------------------------------------------------

    The third phase is obtaining contractors, purchasing materials and 
equipment, and completing construction. This phase on average takes 14 
months to complete. This phase includes contractor selection, material 
procurement, construction of the surface impoundment, liner 
installation, and installation of piping, any other machinery, and/or 
electrical components to transport the wastestreams to the new surface 
impoundment. Depending on the size of the surface impoundment and the 
location of the facility it is possible the construction phase may take 
longer or shorter than 14 months. The average of 14 months was obtained 
by averaging the timeframes provided by the stakeholders who indicated 
the need to construct a new surface impoundment. The shortest timeframe 
to obtain contractors, equipment, and construct the impoundment was 10 
months for a small surface impoundment of 7 acres.\20\ The longest 
timeframe to construct a new impoundment is approximately 12 months due 
to the facility being located in a cold climate and is only able to 
plan on performing construction from late April to late October thus 
requiring two construction seasons to complete the work.\21\
---------------------------------------------------------------------------

    \20\ See declaration of Jeffery Jenkins, Arizona Public Service 
in the docket.
    \21\ See Excel Energy timing to initiate closure information 
submission in the docket.
---------------------------------------------------------------------------

    The new CCR surface impoundment is required to be constructed with 
the new CCR surface impoundment liner requirements in Sec.  257.72. 
This requires a composite liner containing an upper component of a 30-
mil geomembrane liner (GM) and a lower component of two feet of 
compacted soil with a

[[Page 65950]]

hydraulic conductivity of no more than 1 x 10-7 centimeters 
per second (cm/sec). A GM consisting of a high density polyethlene 
(HDPE) must be at least 60 mil thick. An alternate composite liner may 
be allowed if it follows the requirements outlined in Sec.  257.70(c). 
During the construction phase, the installation and sampling of the 
groundwater monitoring system should be completed. The new groundwater 
monitoring wells must be placed at the unit boundary per Sec.  
257.90(a)(2). The new CCR surface impoundment is required to comply 
with the groundwater monitoring requirements in Sec.  257.90(b)(2). 
This includes installation of a groundwater monitoring system (see 
Sec.  257.91), completion of eight background samples, and the first 
round of detection monitoring. These groundwater monitoring 
requirements must be concluded prior to placement of waste in the new 
CCR surface impoundment. In rare scenarios, the installation of the new 
groundwater monitoring wells may not be able to be done during the 
construction of the new unit. This process could add a minimum of 14 
months to the start-up of a new CCR surface impoundment.\22\ The 
minimum of 14 months accounts for two months to install the necessary 
monitoring wells and 12 months to complete the eight background samples 
to accurately capture any seasonal variation.
---------------------------------------------------------------------------

    \22\ See declaration of Jeffery Jenkins, Arizona Public Service 
in the docket.
---------------------------------------------------------------------------

    The final phase of construction is the startup and transition 
phase. This phase can take up to a month to complete. Once the sampling 
of the new groundwater monitoring system and construction of the 
surface impoundment is complete, the CCR and non-CCR wastestreams can 
be diverted to the new CCR surface impoundment from the existing CCR 
surface impoundment.
(e) Retrofit of Existing Unlined CCR Surface Impoundment
    Some stakeholders indicated plans on retrofitting a part or an 
entire existing unlined CCR surface impoundment at a 
facility.23 24 For some facilities this may be the only 
option available for developing alternate capacity due to space 
limitations at the site or being unable to acquire more land to build 
alternate capacity.
---------------------------------------------------------------------------

    \23\ See Duke Energy timing to initiate closure information 
submission in the docket.
    \24\ See declaration of Jeffery Jenkins, Arizona Public Service 
in the docket.
---------------------------------------------------------------------------

    One stakeholder indicated the necessary time to retrofit an 
impoundment is approximately 64.5 months including a six-month 
buffer.\25\ Therefore, the total time minus the six-month buffer is 
58.5 months. This stakeholder's submission involves retrofitting four 
CCR surface impoundments sequentially. The timeline included: 4 months 
to prepare and select an engineering firm, 7 months to finalize 
engineering designs and prepare construction bid documents, 5 months to 
bid and select a construction firm, and 6 months to receive materials 
and equipment and reroute non-CCR wastestreams. Additionally, the 
stakeholder indicated the time needed to dewater, remove ash, and 
reline takes 9 months per surface impoundment. The largest surface 
impoundment at the facility is approximately 50 acres. Therefore, the 
total time needed to retrofit a single pond, large in size, including 
engineering, design, bidding and selecting engineering and construction 
firms, and retrofit construction would take approximately 31.5 months. 
This is a reasonable estimate for a complete retrofit for a pond of 
this size considering the time needed to complete construction for a 
new surface impoundment. The EPA would expect the retrofit of a surface 
impoundment to take longer than the construction of a new unit because 
of the time needed to dewater and remove the CCR.
---------------------------------------------------------------------------

    \25\ See Cynthia Vodopivec of Vistra Energy Corporation letter 
in the docket.
---------------------------------------------------------------------------

    From data on the CCR publicly accessible websites, a couple of 
facilities, Keystone Generating Station (PA), Weston Generating Station 
(WI), and Mt. Storm Power Station (WV), have completed retrofits of CCR 
surface impoundments.\26\ These facilities completed retrofitting CCR 
surface impoundments in 4 to 12 months. However, these ponds were small 
in size with the largest being 9 acres and the smallest 1.3 acres. The 
EPA would expect smaller surface impoundments to be able to be 
retrofitted in less time than larger surface impoundments. There is 
less water and ash to remove from the surface impoundment and a smaller 
surface area to reline.
---------------------------------------------------------------------------

    \26\ See Compiled Retrofit Plans from Keystone Generating 
Station, Weston Generating Station, and Mt. Storm Power Station in 
the docket.
---------------------------------------------------------------------------

    The existing CCR surface impoundment is required to be retrofitted 
in accordance with Sec.  257.102(k). First, the owner or operator must 
prepare a written retrofit plan in accordance with Sec.  257.102(k)(2). 
After the retrofit plan is complete, the first step in retrofitting an 
existing surface impoundment is to drain the liquids from the 
impoundment and remove all the existing CCR from the unit. While the 
surface impoundment is undergoing retrofit, the owner or operator is 
required to remain in compliance with the other aspects of the CCR rule 
including corrective action.
    Once the CCR is removed, the new surface impoundment can be 
constructed. The new surface impoundment is constructed as described 
previously and must be in compliance with the liner requirements at 
Sec.  257.72. If the retrofit process changed the waste boundary for 
the new surface impoundment, then a new groundwater monitoring system 
will need to be installed. An additional 14 months could be needed for 
proper installation and sampling of the new groundwater monitoring 
system. If a new groundwater monitoring system is needed the 
wastestreams can only be diverted into the newly retrofitted CCR 
surface impoundment once the initial sampling of the new groundwater 
monitoring system is complete. If the waste boundary of the retrofitted 
surface impoundment does not change, then a new groundwater monitoring 
system may not be needed, eliminating the need for the additional 14 
months.
(f) Multiple Technology Systems
    Some stakeholders have indicated that they are utilizing multiple 
alternate capacity technologies,\27\ such as constructing both a water 
treatment facility and either a non-CCR wastewater basin or a new CCR 
surface impoundment. Stakeholders have indicated that the construction 
of the water treatment facility can occur at the same time as the 
construction of the new basin or CCR surface impoundment. Therefore, 
the overall timeframe for implementing a multi-unit system at the 
facility can take a similar amount of time as implementing just a 
single technology. However, the design phase could be expected to last 
a few months longer due to the overall system being more complex. The 
overall time for constructing a multiple technology system ranges from 
16 to 30 months. This is highly dependent on which of the previously 
discussed alternate capacities are being constructed and how much of 
the construction can overlap of each system being installed.\28\ These 
timeframes do not include the time required for engineering, design, 
and permitting. The average amount of time for engineering and design 
for the previously discussed

[[Page 65951]]

capacities is 5 months. Therefore, the overall time to construct and 
start up a multiple technology system is approximately 21 to 36 months, 
assuming permitting can happen concurrently with the other steps. 
However, there may be instances that permitting cannot be completed 
concurrently. EPA is unable to estimate the timeframe for this process 
since it is site specific. EPA requests comment on the timeframe it 
would take to obtain permits.
---------------------------------------------------------------------------

    \27\ See declaration of Jeffery Jenkins, Arizona Public Service 
in the docket.
    \28\ See Duke Energy timing to initiate closure information 
submission in the docket.
---------------------------------------------------------------------------

3. Establishment of New Cease Receipt of Waste Deadline
(a) Amendments to Closure Due to Groundwater Monitoring (Sec.  
257.101(a))
    The time needed to construct alternate capacity for both CCR and 
non-CCR wastestreams is critical in determining how much time 
facilities truly need to cease receipt of waste. The previous section 
of this preamble discussed the various approaches a facility may 
develop and incorporate alternate capacity into plant operations to 
enable CCR surface impoundments to cease receipt of waste and initiate 
closure. The following summarizes the approaches and the average time 
required for each:

1. Conversion to Dry Handling: 36 months
2. Non-CCR wastewater basin: 21 months
3. Wastewater Treatment Facility: 16 to 21 months
4. New CCR surface impoundment: 27 months
5. Retrofit of a CCR surface impoundment: 31.5 months (shorter is 
possible for small surface impoundments, 4 to 12 months)
6. Multiple technology system: 21 to 36 months

    By using the construction and implementation timeframes summarized 
above for the various alternate capacity approaches the average amount 
of time required to obtain alternate capacity is 22.5 months. This 
timeframe, although an average, would appear to provide enough time for 
a substantial proportion of facilities to comply. It is only 1.5 months 
longer than the average time estimated to be needed to construct a non-
CCR wastewater basin, as well as the outer bound of the time needed to 
construct a wastewater treatment facility, and the shortest amount of 
time needed to construct a multiple technology system. The primary 
outliers would be facilities converting to dry handling or retrofitting 
an existing CCR surface impoundment. However, many facilities have 
already converted to dry handling; EPA estimates that approximately 80% 
of coal-fired plants that at one time employed wet handling of CCR 
waste have already converted to dry handling.\29\ Furthermore, 22.5 
months would be a sufficient amount of time to retrofit most but the 
largest surface impoundments and smaller surface impoundments with 
unique design situations or in locations that will require more time. 
Consistent with ensuring that this transition occurs as quickly as 
technically feasible, EPA considers that these outliers shouldn't 
extend the time for the remainder of facilities, as the outliers can be 
accommodated by the proposed alternative closure provisions discussed 
in the next section.
---------------------------------------------------------------------------

    \29\ ``Supplemental Technical Development Document for the 
Reconsideration of the Effluent Limitations Guidelines and Standards 
for the Steam Electric Power Generating Point Source Category.'' See 
Effluent Limitations Guidelines and Standards for the Steam Electric 
Power Generating Point Source Category docket (EPA-HQ-OW-2009-0819).
---------------------------------------------------------------------------

    The EPA has chosen to rely on a single average construction time to 
establish the new deadline for several reasons. First, as just 
discussed, 22.5 months would provide sufficient (but not excessive) 
time for a substantial proportion of facilities, under a variety of 
approaches. Second, EPA recognizes that some facilities will need less 
than the average amount of time to complete construction and some will 
need more. Each of the averages summarized above reflects ranges of 
estimated construction times, which can vary depending on site 
conditions and the specific facility operations. To reliably determine 
which facilities need less time, EPA would need to make individual 
facility-specific determinations. The EPA is concerned that trying to 
craft individualized time frames would ultimately result in longer 
delays in the initiation of closure for a greater number of facilities 
than would potentially be caused by reliance on an overall average that 
most facilities can meet. Based on similar concerns, EPA is proposing 
to establish an individualized variance process that is intended to be 
used infrequently to address unusual or unique situations; and to 
ensure that such requests are infrequent, EPA has attempted to craft a 
regulatory deadline that most facilities can confidently meet.
    Although a single deadline has a number of advantages, EPA 
recognizes that a single deadline is necessarily less precise; some 
facilities may in fact be able to construct alternate capacity more 
quickly than EPA's proposed deadline. Therefore, EPA is considering an 
alternative under which the deadline would vary according to the 
technology adopted. For example, a facility that chose to install a 
non-CCR wastewater basin would have a different deadline than a 
facility that constructed a new wastewater treatment facility. The 
various timeframes could be based on the averages presented earlier in 
this section. The EPA is concerned that this option could be 
challenging to implement and track compliance. The EPA is also 
concerned that this approach may not result in measurably shorter time 
frames for most facilities, given the range of estimates discussed 
above, and could lead to a greater number of variance requests. EPA 
requests comment on this approach, including, for example, whether this 
more complicated regulatory approach will result in measurably shorter 
time frames for most facilities.
    Accordingly, EPA considers 22.5 months to represent the fastest 
technically feasible timeframe needed to construct alternate capacity 
and for CCR surface impoundments to cease receipt of waste.
    Therefore, EPA is proposing a new date of August 31, 2020 for 
facilities to cease placement of CCR and non-CCR wastestreams into 
unlined surface impoundments. The EPA believes, based on its technical 
feasibility analysis, that many facilities will be able to meet this 
date. The court's mandate for the USWAG decision was issued on October 
15, 2018, and by adding the 22.5 months to that date, the new cease 
receipt of waste deadline becomes August 31, 2020. The EPA is seeking 
comment and specifically data, on the time needed to develop alternate 
capacity at the various facilities that are currently developing 
alternate capacities for their CCR and non-CCR wastestreams. The data 
submitted during the comment period will be used to strengthen EPA's 
analysis of the time needed to develop alternate capacity. Based on 
this information, EPA could revise its calculations and could 
potentially change the cease receipt of waste deadline.
    The EPA considered that the start of the 22.5 months could instead 
be from the Waterkeeper decision date of March 13, 2019. However, given 
that the language of the USWAG decision was clear that all units that 
do not have a composite or alternate liner will be required to cease 
receiving waste and close EPA believes that owners and operators of 
unlined CCR surface impoundments would have started preparing for such 
an event upon issuance of the mandate on October 15, 2018. This is 
consistent with information received from industry stakeholders.

[[Page 65952]]

    Accordingly, EPA is proposing to amend the regulatory language of 
Sec.  257.101(a)(1) to delete the phrase, ``if at any time after 
October 19, 2015 an owner or operator of an existing unlined CCR 
surface impoundment determines in any sampling event that the 
concentrations of one or more constituents listed in appendix IV to 
this part are detected at statistically significant levels above the 
groundwater protection standard established under Sec.  257.95(h) for 
such CCR unit.'' The proposed new regulatory language of Sec.  
257.101(a)(1) will read ``Except as provided by paragraph (a)(3) of 
this section, no later than August 31, 2020, an owner or operator of an 
existing unlined CCR surface impoundment must cease placing CCR and 
non-CCR wastestreams into such CCR surface impoundment and either 
retrofit or close the CCR unit in accordance with the requirements of 
Sec.  257.102.''
    Additionally, EPA is making a conforming change to Sec.  
257.91(d)(2), which contained similar language. Specifically, EPA is 
deleting all of Sec.  257.91(d)(2), which clarified how the closure 
requirement applied in the context of a groundwater monitoring system 
that covers multiple unlined impoundments. Since all unlined CCR 
impoundments must now close or retrofit, this clarification is no 
longer relevant.
(b) Amendments to Closure Due to Location Restrictions (Sec.  
257.101(b)(1))
    The October 2020 date applied not only to the unlined leaking units 
subject to Sec.  257.101(a), but also to the units that failed the 
minimum depth to aquifer location restriction standard subject to Sec.  
257.101(b)(1)(i). Therefore, EPA is proposing that the deadline to 
cease receipt of waste for these units also be amended to August 31, 
2020. This new date was selected based on the same rationale explained 
previously. These units are similarly situated in that these facilities 
need additional time to develop alternate capacity to transition away 
from their surface impoundments. As previously discussed, based on the 
data from and information received from stakeholders, EPA calculated 
that the average amount of time to take the necessary steps to cease 
placement of waste into a surface impoundment is approximately 22.5 
months. In addition, based on the data on facilities' public websites 
regarding compliance with the location restriction standards, the 
majority of the units that failed the aquifer location restriction are 
also unlined and must close under Sec.  257.101(a). It is therefore 
logical to establish the same deadline of August 31, 2020 to cease 
receipt of waste. The EPA believes it is technically infeasible for a 
majority of these units in question to be able to cease receipt of 
waste prior to August 31, 2020 due to the lack of alternate capacities 
and the immediate initiation of closure that requires units to cease 
receiving waste that would cause disruptions to operations at the power 
plants. Therefore, EPA is proposing the date of August 31, 2020 for the 
cease placement of waste for Sec.  257.101(b)(1)(i) to replace the 
current date of October 31, 2020 established in the July 2018 Final 
Rule.
    The amended regulatory language of Sec.  257.101(b)(1)(i) would 
read ``Except as provided by paragraph (b)(4) of this section, the 
owner or operator of an existing CCR surface impoundment that has not 
demonstrated compliance with the location standard specified in Sec.  
257.60(a) must cease placing CCR and non-CCR wastestreams into such CCR 
unit no later than August 31, 2020, and close the CCR unit in 
accordance with the requirements of Sec.  257.102.''

C. Alternate Closure Standards

    The information that EPA has reviewed indicates that some 
facilities will be unable to cease receiving waste by the new deadline 
of August 31, 2020. In some cases, it may be due to circumstances 
beyond the facility's control, such as extreme weather. Similarly, 
delays may result from permitting requirements; as previously discussed 
some states do not allow construction to begin until all permits have 
been issued. In addition, the USWAG decision brought in a new group of 
units that are required to close under Sec.  257.101(a); specifically, 
``clay-lined'' impoundments and unlined impoundments that were not 
leaking and passed location restrictions. Facilities with such units 
did not anticipate having to cease using their surface impoundments so 
rapidly. Therefore, they had not planned for such an event prior to the 
USWAG decision. A number of these facilities only have the capacity to 
manage their CCR and/or non-CCR wastes in their existing unlined CCR 
surface impoundment; therefore, it is not technically feasible or them 
to stop using the unlined surface impoundment by the new deadline of 
August 31, 2020. For example, if the facility will continue to burn 
coal and has decided to convert to dry handling that process can take 
36 months. Even if the facility had begun on the day after the USWAG 
decision, it is possible that, despite best efforts, the conversion 
would not be complete by August 31, 2020. However, since most 
facilities (approximately 80%) have already converted to dry 
handling,\30\ EPA will handle such a facility with the proposed 
alternate cease receipt of waste deadlines (Sec. Sec.  257.103(e) and 
(f)), rather than a longer default time frame.
---------------------------------------------------------------------------

    \30\ ``Supplemental Technical Development Document for the 
Reconsideration of the Effluent Limitations Guidelines and Standards 
for the Steam Electric Power Generating Point Source Category.'' See 
Effluent Limitations Guidelines and Standards for the Steam Electric 
Power Generating Point Source Category docket (EPA-HQ-OW-2009-0819).
---------------------------------------------------------------------------

    Currently the regulations allow the continued use of CCR units due 
to the lack of alternate capacity for CCR, under the alternate closure 
requirements in Sec.  257.103. The current alternate closure provision 
of Sec.  257.103(a) allows for the continued use of a CCR unit for 
disposal of CCR if there is no alternate capacity available, on-site 
and off-site. This provision grants a facility up to 5 years to find 
alternate capacity for the CCR. Once additional capacity is found, the 
CCR unit must cease receipt of waste and initiate closure.
    Additionally, under Sec.  257.103(b), a facility may continue to 
operate a CCR unit and receive CCR if they are planning to cease 
operation of the coal-fired boilers by a date certain. Under this 
provision, since the boiler is ceasing operation and CCR will no longer 
be generated after a known date, the facility will not have to find 
alternate capacity. For surface impoundments 40 acres or smaller the 
boiler must cease operation and the CCR surface impoundment must 
complete closure by October 17, 2023. For a surface impoundment larger 
than 40 acres, the boiler must cease operation and the CCR surface 
impoundment must complete closure by October 17, 2028. For landfills 
the coal-fired boiler must cease operation and complete closure no 
later than April 19, 2021.
    However, both provisions only allow for the continued receipt of 
CCR past the deadline in Sec. Sec.  257.101(a), (b)(1), and (d). The 
alternate closure provisions in Sec.  257.103 do not address the 
situations in which a facility needs alternate capacity for non-CCR 
wastestreams.\31\ In the record before the Agency many facilities 
highlighted that not having capacity for non-CCR wastestreams is a 
critical issue that places the operation of the facility at risk. 
Evidence suggests that the average time to develop alternative capacity 
for non-CCR wastestreams is often the primary driver of determining a 
technically feasible

[[Page 65953]]

timeframe for being able to initiate closure of surface impoundments 
that comingle CCR and non-CCR wastestreams.
---------------------------------------------------------------------------

    \31\ In March 2018 Phase One proposed rule, EPA proposed 
amendments to 257.103. The EPA received comments on those proposed 
provisions. Therefore, EPA is still considering those comments from 
the proposed amendments from March 2018 and may take final action in 
a future rulemaking.
---------------------------------------------------------------------------

    To address this, EPA is proposing a series of amendments to the 
alternate closure requirements in Sec.  257.103(a) and (b) that will 
coordinate with the new regulatory framework governing the closure of 
CCR surface impoundments. The EPA is proposing two new subparagraphs 
specific to CCR surface impoundments: Sec.  257.103(e), which would 
establish a short-term extension to the new cease receipt of waste 
deadline in Sec.  257.101; and Sec.  257.103(f), which would establish 
the process and criteria for facilities to obtain a site-specific 
extension based on one of two demonstrations that additional time is 
needed to cease receipt of waste in the unit. Rather than amending the 
alternate cease receipt of waste deadlines for CCR surface impoundments 
(Sec. Sec.  257.103(a) and (b)), which could potentially cause 
complications for the CCR landfills that are also covered under those 
provisions, EPA is proposing to establish separate provisions to 
comprehensively address the issues specific to the closure of CCR 
surface impoundments.
    The short-term extension under Sec.  257.103(e) would grant 
facilities a three-month extension to continue to receive CCR and/or 
non-CCR wastestreams in order to complete the development of alternate 
capacity. This short-term alternative is designed to be self-
implementing and for units that need three additional months or less to 
complete the necessary measures to achieve cease receipt of waste into 
the CCR surface impoundment in question. For units that qualify under 
this provision, the deadline to cease receipt of waste and initiate 
closure would be no later than November 30, 2020. The site-specific 
alternate to initiation of closure (at Sec.  257.103(f)) will allow 
facilities to submit a demonstration to EPA or the Participating State 
Director for approval, either requesting the exact amount of time 
necessary to complete the measures to obtain alternate capacity, with a 
maximum of 5 years, or requesting an extension based on a showing that 
the risks of continued operation of the impoundment will be offset by 
the shorter time to complete closure. The EPA is proposing that 
facilities could rely on either Sec.  257.103(e) or (f) to obtain 
additional time to operate a unit but could not rely on both to 
aggregate the maximum time periods authorized.
1. Applicability of Alternative Timeframes
    The EPA is proposing to allow all CCR surface impoundments required 
to close under Sec.  257.101(a), and (b) to be eligible for these two 
alternative timeframes to initiate closure. The July 2018 final rule 
extended the deadlines to cease receipt of waste for all units required 
to close under Sec.  257.101(a) (unlined leaking impoundments) and for 
a subset of units required to close under Sec.  257.101(b) (the surface 
impoundments that failed the aquifer location restriction); therefore, 
owner or operators of those units anticipated having to cease receipt 
of waste no later than October 2020. However, some of those facilities 
have demonstrated that it will not be technically feasible to reroute 
the non-CCR wastestreams and create alternate capacity within that 
timeframe. In addition, the USWAG decision mandated the closure of a 
small group of surface impoundments that were either formerly certified 
as ``clay-lined'' or that were unlined, but not leaking and compliant 
with all location standards. This group of CCR surface impoundments, 
approximately 45 impoundments (based on data from the publicly 
accessible websites), were not required to close prior to the USWAG 
decision and would not have conducted any preliminary planning for such 
an activity. Therefore, these units in particular may need more time 
beyond August 31, 2020. EPA is seeking comment on whether the new 
alternative closure provisions should apply only to the universe of CCR 
units affected by USWAG decision. Lastly, EPA is also proposing that 
the CCR surface impoundments which failed location restrictions other 
than the depth to aquifer location restriction are also eligible to 
apply for an alternate compliance deadline. The date extension in the 
July 2018 rule did not apply to the ``clay-lined'' or the unlined units 
that were not leaking because as of July 2018 those units were not 
subject to the closure requirements of the CCR rule under Sec.  
257.101. However, EPA is proposing to include them in this new approach 
to create a consistent regulatory system to move CCR surface 
impoundments to initiate closure as quickly as possible.
2. Short Term Alternative To Cease Receipt of Waste Deadline (Sec.  
257.103(e))
    The EPA acknowledges that the time frames used to develop the 
August 2020 deadline were estimated average durations and in reality, 
due to unique circumstances, it may take some facilities slightly 
longer than others to cease receipt of waste. To accommodate those 
facilities that require some additional time to complete construction, 
EPA is proposing that such facilities demonstrate and certify that they 
will need additional time before they have the technically feasibility 
to able to cease receipt of waste and initiate closure. The provision, 
which is proposed at Sec.  257.103(e), would allow for no more than a 
three-month extension, which means that the latest that a facility 
could continue to operate a CCR surface impoundment under this 
provision would be November 30, 2020. The EPA acknowledges that events 
can occur which are completely out of the facility's control, such as 
extreme weather or a delay in material fabrication. In essence, this 
would be a limited ``force majeur'' provision.
    The owner or operator would have to certify that the facility 
continues to lack alternate capacity to manage their CCR and/or non-CCR 
wastestreams, and that it was technically infeasible to meet the August 
31, 2020 deadline to cease receipt of waste and initiate closure. This 
certification, along with the supporting documentation, would then be 
placed into the operating record and posted on the facility website, 
for the unit in question, and sent to EPA as a notification. This 
process grants the unit up to a three-month extension to allow the unit 
to continue to operate until construction is complete, or until 
November 30, 2020, whichever is earlier, without further action by EPA. 
The requirements of the certification are similar to the requirements 
of Sec.  257.103(a). The owner or operator would have to certify the 
following: (1) No alternative disposal capacity is available on-site or 
off-site (an increase in costs or inconvenience is not sufficient 
support); (2) The owner or operator has made and continues to make 
efforts to obtain additional capacity; and (3) The owner or operator is 
(and must remain) in compliance with all other requirements of part 
257. A brief narrative of each component of the certification would be 
required to explain why a three-month extension is necessary. The 
certification is to be placed in the facility's operating record, 
placed on the facility's CCR website, and submitted to EPA as a 
notification of the facility's intent to comply with the alternate 
deadline under this provision.
    The EPA is proposing to make this extension self-implementing 
because it is of such short duration. Facilities will need to have 
fundamentally completed construction in order for a three-month 
extension to be useful. Moreover, were

[[Page 65954]]

EPA to approve each of these limited extensions, it would divert the 
Agency's resources away from review of requests for more substantial 
amounts of time. The EPA believes that these requests for longer 
amounts of time should be subject to a closer review and thus is 
proposing to devote its resources accordingly.
    The EPA is proposing to amend the regulatory language of Sec.  
257.103 and add a new paragraph, Sec.  257.103(e), to reflect this 
proposal. The EPA is seeking comment on whether the short-term 
alternate cease receipt of waste deadline should be only for non-CCR 
wastestreams rather than CCR and/or non-CCR wastestreams.
3. Site Specific Alternative To Cease Receipt of Waste Deadline (Sec.  
257.103(f))
    The EPA acknowledges that the timeframe used to reach the new 
deadline of August 31, 2020 was a calculated average and that some 
facilities will need more time for CCR surface impoundments to cease 
receipt of waste than a three-month extension. To accommodate the units 
that will need longer than November 30, 2020 to complete their 
arrangements, EPA is proposing to establish a site-specific alternative 
(at Sec.  257.103(f)) that would allow the owner or operator to seek 
approval from EPA or the Participating State Director to continue to 
operate the CCR surface impoundment for a specified amount of time. The 
EPA is proposing two bases on which a facility can obtain a site-
specific deadline to cease receipt of waste: (1) A demonstration that 
development of alternate capacity for CCR and/or non-CCR cannot be 
completed prior to November 30, 2020; and (2) a demonstration of lack 
of capacity and permanent cessation of coal-fired boiler(s) by a date 
certain. These two bases generally mirror the existing provisions at 
Sec. Sec.  257.103(a) and (b). As noted, EPA is proposing to 
consolidate the new procedures applicable to initiating the closure of 
CCR surface impoundments into separate sections to avoid inadvertently 
affecting the requirements for CCR landfills.
    To obtain approval from EPA or the Participating State Director for 
the first method, the owner or operator must demonstrate that it is not 
technically feasible to complete the development/installation of 
alternate capacity prior to November 30, 2020. In this demonstration, 
the facility will need to present in detail the specifics of the 
process they are undertaking to develop alternate capacities for the 
necessary CCR and/or non-CCR wastestreams to support the claim that 
additional time is necessary. To obtain approval from EPA or the 
Participating State Director for the second method, the owner or 
operator must demonstrate that the facility will permanently cease 
operation of the coal fired boiler(s) by a date certain and that there 
is currently no alternate capacity available on site or off site for 
the CCR and/or non-CCR wastestreams. In this demonstration the owner or 
operator will have to provide a plan for mitigating the potential risks 
from the CCR surface impoundment for the duration of the continued 
operation of the CCR surface impoundment until the expedited closure of 
the unit. This alternative would allow the facilities that are 
currently closing in accordance with Sec.  257.103(b) to continue to 
receive non-CCR wastestreams, as well as CCR. Neither demonstrations 
may rely solely on cost considerations as EPA cannot grant additional 
time on this basis. See USWAG 901 F.3d at 448-449.
    The EPA is seeking comment on whether the site-specific 
alternatives to the cease receipt of waste deadline should be only for 
non-CCR wastestreams rather than CCR and/or non-CCR wastestreams. If 
the site-specific alternatives only applied for facilities with the 
need for continued disposal of non-CCR wastestreams in CCR surface 
impoundments, EPA would not be amending Sec. Sec.  257.103(a) and (b). 
As such, EPA is seeking comment on whether the site-specific 
alternatives should be only for non-CCR wastestreams.
(a) Proposed Demonstration Requirements for Development of Alternate 
Capacity Infeasible
    The EPA is proposing that the owner or operator must demonstrate 
the time needed to obtain alternate capacity and cease receipt of waste 
for CCR and/or non-CCR wastestreams to be submitted to EPA or the 
Participating State Director at Sec.  257.103(f)(1). The demonstration 
must include a detailed narrative of the plan the facility is 
implementing to obtain alternate capacity so that their units that must 
initiate closure can cease receipt of waste. The demonstration must 
show that it is technically infeasible to manage the CCR and/or non-CCR 
wastestreams on-site or off-site other than in the CCR surface 
impoundment in question. The EPA is proposing to require that the 
demonstration for each unit provide the lines of evidence to document 
that the facility lacks capacity for CCR or non-CCR wastestreams: (1) A 
demonstration of the lack of alternate capacity available on-site or 
off-site; (2) a demonstration that CCR and/or non-CCR wastestreams must 
continue to be managed in the CCR surface impoundment due to the 
technical infeasibility of obtaining alternate capacity prior to 
November 30, 2020; this demonstration must include an analysis of the 
adverse impact to plant operations if the CCR surface impoundment in 
question were to no longer be available for use; (3) a detailed 
workplan on obtaining alternate capacity for CCR and/or non-CCR 
wastestreams; and (4) a narrative on how the owner or operator will 
continue to maintain compliance with all other aspects of the CCR rule.
    The first and second lines of evidence are the same lines of 
evidence required in Sec.  257.103(a). The owner or operator must 
demonstrate that the CCR and/or non-CCR wastestreams must continue to 
be managed in the CCR surface impoundment due to the technical 
infeasibility of alternate capacity being available sooner than 
November 30, 2020. An increase in costs or the inconvenience of 
existing capacity is insufficient support to qualify for this 
alternative. If the owner or operator provides no evidence other than 
increased cost or inconvenience, EPA will consider the submission 
incomplete and will return it to the owner/operator without further 
action. The owner/operator may resubmit the demonstration with the 
appropriate evidence (i.e., the owner or operator must discuss the 
site-specific circumstances leading to the continued lack of capacity 
and technical infeasibility of obtaining capacity for their CCR and/or 
non-CCR wastestreams prior to November 30, 2020). These discussions 
will tie into the workplan submitted as the third line of evidence.
    The third proposed line of evidence in the demonstration is a 
detailed workplan on the development and process to achieve alternate 
handling capacity for CCR and/or non-CCR wastestreams. The EPA is 
proposing that the workplan include the following elements at Sec.  
257.103(f)(1)(i)(D): (1) A narrative discussion of the steps and 
process that remain necessary to complete development of alternate 
capacity for the wastestream(s); (2) a visual timeline depicting the 
remaining steps needed to obtain alternate capacity; (3) a discussion 
of the timeline and the processes that occur during each step; and (4) 
a discussion of the steps already taken to achieve alternate capacity 
including what steps have been completed and what steps remain. The EPA 
believes facilities should already have most of these workplan elements 
developed as part of their planning process for CCR surface 
impoundments to cease receipt of waste.

[[Page 65955]]

    The narrative discussion of the workplan is designed to explain to 
the EPA how alternate capacity will be developed with an explanation as 
to why that method was chosen over others. An owner or operator may 
choose from several options to obtain alternate capacity, such as 
building a new disposal unit, construction of a wastewater treatment 
facility, converting to dry handling, etc. The narrative discussion 
should describe why the option was selected and explain why other 
options that could have been implemented sooner were not selected. This 
discussion should include an in-depth analysis of the site and the 
site-specific conditions that led to the decision to implement the 
selected alternate capacity. Inclusion of visuals such as a facility 
map, facility process flow diagram, the design of the new capacity, 
etc. would be beneficial to any discussion on the new capacity and of 
the facility as a whole. The narrative must also explain why the owner 
or operator needs the amount of time being requested.
    The second section of the workplan should include a visual 
timeline, such as a Gantt chart, depicting the necessary steps required 
to obtain the alternate capacity discussed in the narrative. A visual 
timeline clearly indicates how each phase and the steps within that 
phase interact with each other and the other phases. It will also show 
any possible overlap of the steps and phases in achieving alternate 
capacity. This timeline will show the total time needed to obtain the 
alternate capacity and how long each step is expected to take. For an 
example of a timeline see Southern Company's comments from the March 
2018 Phase One Proposed rule in the docket \32\ or the sample Gantt 
chart in the docket.\33\ The sample Gantt chart in the docket 
demonstrates the level of detail that would be required in the 
workplans submitted for approval. Similarly, as discussed in section B 
of this preamble on the various alternate capacity technologies, each 
phase for obtaining the alternate capacity must be broken out for the 
time they take on the chart. Such phases include engineering and 
design, contractor selection, equipment fabrication and delivery, 
construction, and start up and implementation. Then within each phase, 
the steps to complete that phase must be broken out to show how long 
each step takes. As shown in the example Gantt chart in the docket, 
each phase contains an overarching timeframe and then the time needed 
for necessary steps to complete the phase. For example, the engineering 
and design phase is 4 months and the steps to complete the engineering 
and design phase are shown, site selection and survey, design of the 
impoundment, process flow diagram edits, piping design, and how long 
each of those steps take. This level of detail is expected for each 
phase of obtaining the alternate capacity. The timeline also acts as a 
visual assistant to the proposed third section of the work plan, a 
narrative of the timeline.
---------------------------------------------------------------------------

    \32\ Southern Company timing to initiate closure information 
submissions and public comment on Phase 1 proposed rule in the 
docket.
    \33\ See Sample Gantt Chart in the docket.
---------------------------------------------------------------------------

    The proposed third section for the workplan is a detailed narrative 
of the schedule and a timeline of all the necessary phases and steps in 
the workplan, in addition to the overall timeframe that will be 
realistically required to obtain capacity and cease receipt of waste. 
The owner or operator should identify the time required for each phase 
and step accurately to obtain alternate capacity. For an example of a 
good narrative and description of the processes on obtaining alternate 
capacity, see Declaration of Jeffery Jenkins, Arizona Public Service in 
the docket.\34\ The discussion in this declaration is a good starting 
point for the level of detail EPA is proposing to require for this 
section of the workplan. In addition, further discussions and more 
clarity on how the phases and steps interact with each other and an 
explanation on the amount of time needed would be beneficial for EPA.
---------------------------------------------------------------------------

    \34\ See declaration of Jeffery Jenkins, Arizona Public Service 
in the docket.
---------------------------------------------------------------------------

    This section of the workplan should discuss why the length of time 
for each phase and step is needed, including a discussion of the tasks 
that occur during the specific stage of obtaining alternate capacity. 
The workplan should discuss why each major step shown on the chart is 
necessary to happen in the order it is occurring, including a 
justification for the overall length of the phase. It should also 
discuss the tasks that occur during each of the major steps within the 
phase; for example, rather than simply stating ``order and fabrication 
of impoundment liner,'' the workplan would need to discuss what 
material must be ordered, where the fabrication takes places, and how 
long it takes to fabricate and deliver the new liner material. Other 
major discussion items on the overall time of the schedule should 
include anticipated worker schedule, and any anticipated areas for 
which the schedule could slip. The anticipated areas of delays could 
include items outside of the facility's control, such as severe weather 
events or delays in fabrication of materials. The schedule should also 
indicate the time limiting factors in completing the plan, such as 
having to take boilers off-line or if a certain step can only happen 
during a specific time of year. The schedule should indicate the 
fastest technically feasible timeline.
    The proposed fourth section of the workplan contains a narrative of 
the steps already taken to initiate closure and develop alternate 
capacities for the CCR and/or non-CCR wastestreams. This section would 
discuss all the steps taken, starting from when the owner or operator 
started the design phase all the way up to the current steps occuring 
while the workplan is being drafted and submitted for approval. In 
addition, this discussion should indicate where the facility currently 
is on the timeline and the processes that are currently being 
undertaken at the facility to develop the selected alternate capacity. 
This section of the workplan assists EPA in determining if the 
submitted schedule for obtaining alternate capacity is accurate.
    The overall workplan would need to document the efforts the owner 
or operator has put into obtaining alternate capacities, the various 
methods researched for alternate capacity, and the planning for the 
alternate capacity for the wastestreams that needs to be redirected 
from the CCR surface impoundment. The EPA seeks comment on additional 
elements the workplan should contain.
    The fourth line of evidence that would be required in the 
demonstration is a compliance strategy for the CCR surface impoundment 
in question. The EPA is proposing that to obtain approval for an 
extension for the cease receipt of waste date, the CCR surface 
impoundment in question must remain in compliance with all other 
aspects of the CCR rule. This includes the requirement to conduct any 
necessary corrective action and continual groundwater monitoring. This 
line of evidence also includes compliance with other requirements of 
the rule. The facilities' CCR compliance website must be completely up-
to-date and contain all the necessary notification postings. The 
strategy would discuss the most recent groundwater monitoring data 
results, the statistical analysis used to obtain the results, and the 
next steps for the groundwater monitoring. If the unit has exceeded any 
of the Appendix IV GWPS, the owner or operator must conduct an 
assessment of corrective measures followed by selection of a remedy. 
The current regulations do not permit waiting to implement a remedy

[[Page 65956]]

until initiation of closure of the unit. As such, if the facility is 
undergoing remedy selection, a thorough discussion of the possible 
remedies for corrective action is vital to obtaining approval for an 
extension to the cease receipt of waste and initiation of closure 
deadline. Without a demonstration of a compliance strategy and proper 
corrective action measures, if necessary, the alternate compliance 
deadline will not be granted.
    Once a complete demonstration is submitted to EPA or the 
Participating State Director for approval, EPA or the Participating 
State Director will review the demonstration for completeness and post 
a tentative approval or denial. The approval and implementation process 
will be discussed later in this preamble in paragraph (e) of this 
section.
(b) Proposed Demonstration Requirements for Permanent Cessation of 
Coal-Fired Boiler(s) by a Date Certain
    Currently under Sec.  257.103(b)(1), a CCR unit that would 
otherwise be required to cease receiving CCR under Sec.  257.101(a), 
(b)(1), or (d), may continue to receive CCR provided the owner or 
operator of the facility certifies that the facility will cease 
operation of the coal-fired boilers within the timeframes specified in 
paragraphs (b)(2) through (b)(4) and that the CCR generated at that 
facility (before the plant ceases to operate) must continue to be 
managed in that unit due to the absence of alternative disposal 
capacity both on-site and off-site. In such cases, the unit is allowed 
to continue receiving CCR (and only CCR wastestreams), provided the 
facility completes closure of the unit by the dates specified: 2023 or 
2028 for surface impoundments less than 40 acres or more than 40 acres, 
respectively. In contrast to subsection (a), under Sec.  257.103(b), 
the owner or operator does not need to demonstrate any efforts to 
develop alternative capacity because of the impending closure of the 
power plant itself. As explained in the 2015 preamble, there are long-
term risks to human health and the environment from a leaking CCR unit 
and those risks justify requiring those units to either meet the 
federal criteria or close. However, EPA concluded that the risks 
associated with allowing these units to continue to receive CCR would 
be mitigated by the requirement that the facility comply with all other 
requirements of the rule, including initiating groundwater monitoring 
and corrective action where necessary. Critically, facilities that 
choose to rely on this alternative must complete closure of their 
disposal unit in an expedited timeframe; thus, the risks from these 
units will be fully addressed sooner. Consequently, EPA concluded that 
while over the short term the risks will be higher, however, in the 
long term, the risks may be potentially lower than if the CCR unit had 
closed in accordance with the normal closure timeframes. See 80 FR 
21424 (April 17, 2015). These principles continue to apply. Since the 
coal-boiler will shortly cease power generation, it would be illogical 
to require these facilities to construct new capacity to manage CCR and 
non-CCR wastestreams. The EPA is therefore proposing to adopt a 
comparable provision in Sec.  257.103(f)(2), which will allow 
facilities permanently ceasing operation of coal-fired boiler(s) to 
continue to receive both CCR and non-CCR wastestreams, upon a showing 
of a continued need to use the surface impoundment.
    Specifically, EPA is proposing that facilities would need to submit 
a demonstration to EPA or the Participating State Director for approval 
that includes all of the following elements. First, the facility would 
need to document that no alternative disposal capacity is available on-
site or off-site. This is the same showing currently required under 
Sec.  257.103(b). Consistent with the existing provision, an increase 
in costs or the inconvenience of existing capacity is not sufficient to 
support qualification under this section.
    Second, EPA is proposing that the facility submit a plan to 
mitigate any potential risks to human health or the environment from 
the CCR surface impoundment. This plan could include: A discussion of 
the groundwater monitoring data and any found exceedances, the 
assessment of corrective measures (if necessary from the groundwater 
monitoring data), steps to keep the public aware of any possible risks 
from the impoundment, a plan to ensure that drinking water wells are 
not contaminated and if they are the steps to ensure the public has 
access to clean drinking water, etc. This would be a new requirement; 
because the current provision at Sec.  257.103(b) does not authorize 
continued use of the impoundment for non-CCR wastewaters, and the 
record for that provision does not account for those risks. As 
previously explained, EPA lacks the data and time required to develop 
national estimates of the risks from continued operation of these units 
over the short term. The EPA is seeking comment on whether the owner or 
operator should be required to submit a more in-depth site-specific 
risk assessment of the CCR surface impoundment as part of their plan to 
mitigate the risk from the unit.
    The remaining elements are the same as those currently found in 
Sec.  257.103(b). The facility must certify that it remains in 
compliance with all other requirements of this subpart and must 
document that the coal-fired boilers and closure of the impoundment 
will be completed within the timeframes specified in paragraph 
(f)(2)(ii) of this section. The deadlines of 2023 for surface 
impoundments less than 40 acres and 2028 for surface impoundments 
larger than 40 acres, respectively, were selected to ensure (1) that 
closure of these units will be completed in a measurably shorter 
timeframe; and (2) that overall the risks will be lower, or at least 
equivalent to, the level of risk that would be achieved under the 
rule's ``standard'' closure timeframes. Unlike the other provisions in 
this proposal, Sec.  257.103(f)(2) does not establish a specific 
deadline by which the facility must stop operating the impoundment. 
Nevertheless, the expedited closure timeframes will effectively work to 
limit the additional time that facilities can continue to receive 
waste. Given the length of time needed to dewater an impoundment, EPA 
expects that in many instances, facilities will not be able to extend 
operation of the unit substantially and still be able to complete 
closure by the deadline. The RIA that accompanies this proposed 
rulemaking action estimates that approximately 37 facilities will apply 
for an extension under this provision.
(c) Extensions of Alternate Compliance Deadline
    The EPA acknowledges that projects can run behind schedule and 
events may occur outside the facility's control. Therefore, EPA is 
proposing that in such cases, a facility may request an extension to 
the approved deadline under Sec.  257.103 (f)(1). However, EPA is 
proposing a maximum of 5 years that could be authorized under paragraph 
(f)(1). This means that no extension could extend past the maximum 
cease receipt of waste deadline of October 15, 2023. If at any point a 
facility becomes aware that they will not meet the approved deadline, 
they would need to notify EPA or the Participating State Director. 
Depending on the severity of the event, additional time may be granted 
provided it would not extend past the maximum cease receipt of waste 
deadline of October 15, 2023. The EPA is proposing this potential 
extension in Sec.  257.103(f)(1)(iii). To obtain an extension of the 
approved compliance deadline, the facility must

[[Page 65957]]

submit updated demonstration materials to EPA or the Participating 
State Director with a detailed discussion of why an extension is 
necessary. The owner or operator must also discuss the measures taken 
to limit the additional amount of time needed. An explanation of any 
problems that caused this significant delay of schedule would be 
further discussed in the semi-annual progress report as described in 
the next section.
(d) Semi-Annual Progress Reports
    To provide transparency to the public that the facility is 
following the approved alternate compliance deadline, EPA is proposing 
to require posting on the facility's CCR publicly accessible website of 
semi-annual progress reports on obtaining alternate capacity. Given 
that these units could be operating and receiving waste for several 
additional years, it is important to keep the public aware of the 
facility's progress on obtaining alternate capacity. It is also 
important for EPA to know if facilities are on track to meet their new 
alternate compliance deadline.
    Currently in Sec.  257.103(c) there is the requirement for annual 
progress reports for the units who have certified for alternative 
deadlines under Sec. Sec.  257.103(a) and (b). The EPA believes that 
for the site-specific alternate cease receipt of waste deadline, semi-
annual rather than annual progress reports are more appropriate. The 
time allowed under this new alternate in Sec.  257.103(f), will vary 
site to site and could be shorter than the deadline alternative granted 
for Sec. Sec.  257.103(a) and (b). Accordingly, EPA believes the 
reporting frequency should also be more frequent for the progress 
reports. Therefore, EPA is proposing a new semi-annual progress report 
requirement for the units that successfully demonstrate and are 
approved for the site-specific alternate to cease receipt of waste 
deadline. The proposed regulation text for the requirement of semi-
annual progress reports will be located in Sec.  257.103(f)(1)(ix).
    The semi-annual progress report will heavily rely on the workplan 
and the timeline submitted with the workplan. The EPA is proposing the 
reports contain the following components: (1) Discussion on progress of 
obtaining alternate capacity and (2) discussion of any planned 
operational changes at the facility. The first section of the report 
would discuss the progress the facility has made since the previous 
report or if it is the first report, since approval of the alternate 
compliance deadline.
    The first section of the report would be required to discuss the 
following: (1) The current stage of obtaining alternate capacity in 
reference to the timeline required in the workplan; (2) whether the 
owner or operator is on schedule for obtaining alternate capacity; (3) 
any problems encountered and a description of the actions taken to 
resolve the problems; and (4) the goals for the next 6 months and major 
milestones to be achieved. The first subsection discussion would 
indicate what phase of the workplan timeline is currently happening at 
the site and what has been accomplished in the past 6 months. This 
discussion would include the major milestones that were accomplished 
over the past 6 months. The second subsection would discuss if the 
facility is on schedule to obtain alternate capacity by the approved 
alternate deadline for cease receipt of waste. This section would 
discuss if the facility is expecting to meet their deadline or if they 
are anticipating being ahead or behind schedule. If the facility is 
behind schedule, the discussion would be required to indicate what 
steps are necessary to either catch up to the approved schedule or if 
they are expecting to ask for an extension, how much more time is 
needed. The third subsection would discuss whether any problems were 
encountered, and a description of the actions taken to resolve those 
problems. This subsection could potentially tie in to the previous 
subsection's discussion of if the project is on track. It is possible a 
problem arose causing a delay in the schedule; such problems would need 
to be discussed in detail in this section. This could include a delay 
of delivery of equipment, severe weather, delay of a permit, etc. There 
would need to be a thorough discussion of what caused the problem, the 
effects of the problem, and the plan to resolve the problem. It is also 
possible problems were encountered that did not result in a delay of 
the schedule; these too should be discussed in this subsection. This 
demonstrates that the facility is able to resolve problems quickly 
without affecting the project's deadline. The last subsection would 
discuss the goals for the next 6 months and major milestones to be 
achieved. This subsection makes the public and EPA aware of the 
progress the facility plans on achieving in the coming months, up until 
the next semi-annual progress report is due.
    The EPA is seeking comment regarding whether a facility that is 
fully on schedule or ahead of schedule with the approved timeline from 
their demonstration and no significant problems have arisen or changes 
in operational status, should be afforded a relaxation of the reporting 
requirements to complete the first two subsections of the first section 
of the semi-annual progress reports. In the semi-annual progress 
reports the facility would indicate the stage they are currently on (as 
specified in Sec.  257.103(f)(1)(ix)(A)(1)) and they are fully on 
schedule or ahead of schedule (as specified in Sec.  
257.103(f)(1)(ix)(A)(2)). The reports for the facility on schedule or 
ahead of schedule should be significantly more condensed than the full 
reporting requirements. The EPA believes facilities should be focusing 
on obtaining alternate capacity rather than completing progress 
reports, especially for the facilities that are on schedule with little 
to report.
    The second section of the progress reports would discuss any 
planned operation changes of the facility. It is possible while the 
facility is working to achieve alternate capacity, a decision is made 
to either permanently shut down the plant or switch to an alternate 
fuel source such as natural gas or biomass. Any such decisions would be 
indicated in this section of the semi-annual progress report.
    The EPA is proposing that the semi-annual reports be completed and 
placed in the facility's operating record and posted on the facility's 
CCR web page on April 1st and October 1st of each year until the 
alternate compliance deadline. The first report will be due on 
whichever posting deadline is soonest after approval of the alternate 
compliance deadline is granted. The most current progress report should 
not replace any previous version of the semi-annual progress report on 
the facility's website. Therefore, the facility is expected to maintain 
the previous reports on their website. The EPA seeks comment on whether 
the dates of April 1 and October 1 are appropriate or whether alternate 
months should be selected. The RIA which accompanies this proposed 
rulemaking action estimates the cost associated with the additional 
documentation required by the rule's provisions in Chapter 3.
(e) Procedures for Approval and Implementation
    The EPA is proposing that the demonstrations for further time under 
Sec.  257.103(f)(1) be submitted to EPA or the Participating State 
Director for approval no later than June 30, 2020, or 2 months prior to 
the facility's deadline to cease receiving waste. This deadline would 
also apply to any extensions requested under Sec.  257.103(f)(1)(iii). 
Two months should normally provide sufficient time for EPA to evaluate 
the request and complete its review process. The EPA acknowledges that 
the review

[[Page 65958]]

time is shorter than normal; however, this is a unique circumstance 
where the Agency needs to establish a new compliance deadline for the 
facility. Although two months prior to the current deadline is the 
latest date to submit a request, EPA would encourage submissions at the 
earliest point at which the facility knows further time to complete its 
arrangements is needed. By contrast, requests for additional time to 
operate a CCR surface impoundment under paragraph Sec.  257.103(f)(2) 
must be submitted to EPA for approval no later than May 15, 2020. The 
decision to shut down a boiler is not reached quickly and can require 
approvals from (or at least coordination with) state regulatory 
officials, among others. The EPA, therefore, expects that facilities 
know now (or will decide shortly) whether they will seek to rely upon 
the proposed provisions in Sec.  257.103(f)(2).
    Upon receiving the demonstration for an alternate compliance 
deadline, EPA or the Participating State Director will evaluate the 
demonstration and could ask for additional information to complete its 
review and/or discuss the demonstration with the facility. Submission 
of a complete demonstration will toll, or to suspend, the facility's 
deadline to cease receipt of waste until issuance of a final decision. 
This ensures that a facility that has submitted a package in good faith 
would not be penalized by any inadvertent administrative delays. 
However incomplete submissions will not toll the facility's deadline; 
here the equities lie squarely against granting any more time.
    When the owner or operator submits the demonstration to EPA or the 
Participating State Director for approval, the owner or operator must 
prepare and place into the facility's operating record and on their CCR 
website a notice of intent of applying for the site-specific 
alternative to cease receipt of waste. The EPA or the Participating 
State Director will then post the proposed decision to grant or deny 
the request in whole or in part on EPA's website for public notice and 
comment. The public will have 15 days to comment on the proposed 
decision. If the demonstration is particularly complex, EPA or the 
Participating State Director will provide a longer comment period of 20 
to 30 days. The EPA acknowledges that the comment period is shorter 
than normal; however, this is a unique circumstance where the Agency 
needs to establish a new compliance deadline for the facility. The EPA 
or the Participating State Director will evaluate the comments and 
amend its decision accordingly. The EPA will post the final decision on 
the demonstrations on EPA's website.
    The EPA or the Participating State Director will finalize the 
decision on the alternate compliance deadline no later than 4 months 
after receiving a complete demonstration. This is the longest amount of 
time EPA expects it should take to issue a final decision, although as 
noted above, EPA believes it should normally take less time. If no 
substantive comments are received on a proposed decision, it will 
become effective 5 days from the close of the comment period.
    The facility must post an approved or denied demonstration and 
alternate compliance deadline decision on the facility's public CCR 
website. The EPA is seeking comment on whether a Participating State 
Director (i.e., a state director with an approved State CCR Permit 
Program) should also have the authority to grant approvals. If a 
facility completes the necessary alternate capacity prior to approval 
from EPA, then the facility should notify EPA and withdraw their 
demonstration.
4. Conforming Amendments to Sec. Sec.  257.103(a), (b), and (c)
    To create a consistent framework for all CCR impoundments, EPA is 
also proposing a series of amendments to the Sec.  257.103 introductory 
paragraph and at Sec. Sec.  257.103(a), (b), and (c). Amending these 
sections of Sec.  257.103, will simplify the framework for units that 
require more time to the cease receipt of waste deadline triggered by 
either Sec. Sec.  257.101(a), (b)(1), or (d). Additionally, EPA is 
proposing to amend Sec. Sec.  257.103(a) and (b) to only be applicable 
to CCR landfills.
(a) Amendments to Sec. Sec.  257.103(a) and (b)
    The EPA is proposing to revise the introductory paragraph to Sec.  
257.103 to add the phrase ``and/or non-CCR wastestreams'' and to add 
references to the proposed new paragraphs (e) and (f) to Sec.  257.103 
for the short-term alternative and the alternate compliance deadline 
respectively. The introductory paragraph would read as: ``The owner or 
operator of a CCR landfill, CCR surface impoundment, or any lateral 
expansion of a CCR unit that is subject to closure pursuant to 
257.101(a), (b)(1), or (d) may continue to receive CCR and/or non-CCR 
in the unit provided the owner or operator meets the requirements of 
either paragraph (a), (b), (e), or (f) of this section.''
    The EPA is proposing conforming revisions to Sec. Sec.  257.103(a) 
and (b) to reflect the proposals discussed above. The current 
Sec. Sec.  257.103(a) and (b) apply to both CCR landfills and CCR 
surface impoundments undergoing closure under Sec.  257.101 that need 
additional time to find alternate capacity only for CCR wastestreams. 
To be consistent with the proposals in Sec. Sec.  257.103 (e) and (f), 
EPA is proposing to amend Sec. Sec.  257.103(a) and (b) to only apply 
to CCR landfills. Some facilities have posted certifications under the 
current Sec.  257.103(a) and (b) to allow continued receipt of CCR into 
their surface impoundment. For these facilities, EPA will either 
implement a transition period to allow sufficient time to complete the 
documentation that may be required under Sec. Sec.  257.103 (e) or (f) 
for their CCR surface impoundments, or, for those facilities that need 
to continue to receive only CCR into the impoundment, a system that 
would grandfather these units in. The EPA asks for comment on each of 
these options. To reflect this proposed change the references to Sec.  
257.101(a) and (b)(1) are being removed, as those sections apply only 
to CCR surface impoundments. Additionally, EPA is proposing to revise 
the term ``CCR unit'' to ``CCR landfill'' to ensure clarity that 
Sec. Sec.  257.103(a) and (b) apply only to CCR landfills.
(b) Amendments to Sec.  257.103(c)
    When EPA amended the cease receipt of waste date in the July 2018 
rule in Sec. Sec.  257.101(a) and (b)(1), EPA neglected to make the 
conforming changes to the notification requirements in Sec.  
257.103(c). Therefore, EPA is proposing to amend the notification 
requirements in Sec.  257.103(c) with the necessary conforming changes 
due to the change in the cease receipt of waste date and in light of 
the USWAG decision. The current text of Sec.  257.103(c)(1) requires 
the owner or operator to prepare a notification within six months of 
becoming subject to closure pursuant to Sec.  257.101(a), (b)(1), or 
(d). In light of the USWAG decision and the change of date for cease 
receipt of waste, this language no longer makes sense. The EPA is 
proposing to amend Sec.  257.103(c)(1) by adding new paragraphs (i) 
through (iii) for CCR units closing pursuant to Sec. Sec.  257.101(a), 
(b)(1), and (d), respectively. Each respective subparagraph then 
requires the owner or operator to prepare the notification no later 
than the cease receipt of waste date according to Sec. Sec.  
257.101(a), (b)(1), and (d).

VI. The Projected Economic Impacts of This Action

A. Introduction

    The EPA estimated the costs and benefits of this action in an 
Economic Analysis (EA) which is available in the

[[Page 65959]]

docket for this action. The EA estimates the incremental costs and cost 
savings attributable to the provisions of this action, against the 
baseline costs and practices in place as a result of the 2015 CCR final 
rule and, the 2018 CCR Phase 1 final rule.
    EPA updates the 2015 CCR final rule baseline to account for two 
developments. These are the availability of new publicly accessible 
universe data and the effect of the 2018 court decisions. These updates 
increase the baseline costs estimated for the CCR program against which 
the RIA estimates the incremental effects of this proposed rulemaking 
action.
    The RIA estimates that the net annualized impact of this proposed 
regulation will be annual cost savings of $39.5 million. This action is 
not considered an economically significant action under Executive Order 
12866.

B. Affected Universe

    The proposed rule affects coal fired electric utility plants 
(assigned to the utility sector North American Industry Classification 
System (NAICS) code 22). The rule is estimated to potentially impact 
522 units at 230 facilities.

C. Costs and Cost Savings of the Proposed Rule

    The costs attributable to this proposed rule are reporting and 
documentation that must be completed by regulated entities and 
submitted to EPA in order to qualify for some of the closure deadline 
extension provisions of the rule as well as other reporting 
requirements related to the closure of CCR units. These costs are 
estimated to amount to an annualized $0.204 million per year when 
discounting at 7%.
    The cost savings attributable to this proposed rule include cost 
savings from extending the deadlines by which units must cease 
receiving waste and initiate closure. Cost savings also follow from the 
avoided cost of new unit construction for CCR units associated with 
qualified coal fired boilers which are closing by 2023 or 2028. 
Overall, the proposed rule is expected to result in net cost savings of 
an annualized $39.5 million when discounting at 7%.

VII. Statutory and Executive Order (E.O.) Reviews

    Additional information about these statutes and Executive Orders 
can be found at http://www2.epa.gov/laws-regulations/laws-and-executive-orders.

A. Executive Order 12866: Regulatory Planning and Review and Executive 
Order 13563: Improving Regulation and Regulatory Review

    This is a significant regulatory action that was submitted to the 
Office of Management and Budget (OMB) for review because it raises 
novel legal or policy issues. Any changes made in response to OMB 
recommendations have been documented in the docket. The EPA prepared an 
analysis of the potential costs and benefits associated with this 
action. This analysis is available in the docket and is summarized in 
section VI of this preamble.

B. Executive Order 13771: Reducing Regulation and Controlling 
Regulatory Costs

    This action is expected to be an Executive Order 13771 deregulatory 
action. Details on the estimated costs of this proposed rule can be 
found in EPA's analysis of the potential costs and benefits associated 
with this action.

B. Paperwork Reduction Act (PRA)

    The information collection activities in this proposed rule have 
been submitted for approval to the Office of Management and Budget 
(OMB) under the PRA. The Information Collection Request (ICR) document 
that the EPA prepared has been assigned EPA ICR number 1189.32. You can 
find a copy of the ICR in the docket for this rule, and it is briefly 
summarized here.
    The information to be collected as a part of this rule includes 
applications for the two alternatives to cease receipt or waste 
deadlines. These applications are to ensure that the alternatives are 
used only by facilities for which the August 31, 2020 cease receipt of 
waste date is technically unfeasible.
    Applications for the short term alternative deadline must certify 
the following: (1) No alternative disposal capacity is available on-
site or off-site (an increase in costs or inconvenience is not 
sufficient support); (2) The owner or operator has made and continues 
to make efforts to obtain additional capacity; and (3) The owner or 
operator is (and must remain) in compliance with all other requirements 
of part 257. A brief narrative of each component of the certification 
would be required to explain why a three-month extension is necessary.
    Applications for the site specific alternative deadline must 
certify the following: (1) A demonstration of the lack of alternate 
capacity available on-site or off-site; (2) a demonstration that CCR 
and/or non-CCR wastestreams must continue to be managed in the CCR 
surface impoundment due to the technical infeasibility of obtaining 
alternate capacity prior to November 30, 2020; this demonstration must 
include an analysis of the adverse impact to plant operations if the 
CCR surface impoundment in question were to no longer be available for 
use; (3) a detailed workplan on obtaining alternate capacity for CCR 
and/or non-CCR wastestreams; and (4) a narrative on how the owner or 
operator will continue to maintain compliance with all other aspects of 
the CCR rule. Facilities that intend to continue to generate 
electricity from their coal fired boilers must also post semi-annual 
progress reports on obtaining alternative capacity on their publicly 
available website, while facilities with coal fired boilers closing by 
a date certain must submit a plan to EPA to mitigate any potential 
risks to human health and the environment from their CCR surface 
impoundment.
    Respondents/affected entities: Coal-fired electric utility plants 
that will be affected by the rule.
    Respondent's obligation to respond: The recordkeeping, 
notification, and posting are mandatory as part of the minimum national 
criteria being promulgated under Sections 1008, 4004, and 4005(a) of 
RCRA
    Estimated number of respondents: 300.
    Frequency of response: The frequency of response varies.
    Total estimated burden: 21,476 hours (per year). Burden is defined 
at 5 CFR 1320.3(b).
    Total estimated cost: $4,257,909 (per year), includes $21,408 
annualized capital or operation & maintenance costs.
    An agency may not conduct or sponsor, and a person is not required 
to respond to, a collection of information unless it displays a 
currently valid OMB control number. The OMB control numbers for the 
EPA's regulations in 40 CFR are listed in 40 CFR part 9.
    Submit your comments on the Agency's need for this information, the 
accuracy of the provided burden estimates and any suggested methods for 
minimizing respondent burden to the EPA using the docket identified at 
the beginning of this rule. You may also send your ICR-related comments 
to OMB's Office of Information and Regulatory Affairs via email to 
OIRA_submission@omb.eop.gov, Attention: Desk Officer for the EPA. Since 
OMB is required to make a decision concerning the ICR between 30 and 60 
days after receipt, OMB must receive comments no later than January 2, 
2020. The EPA will

[[Page 65960]]

respond to any ICR-related comments in the final rule.

D. Regulatory Flexibility Act (RFA)

    I certify that this action will not have a significant economic 
impact on a substantial number of small entities under the RFA. In 
making this determination, the impact of concern is any significant 
adverse economic impact on small entities. An agency may certify that a 
rule will not have a significant economic impact on a substantial 
number of small entities if the rule relieves regulatory burden, has no 
net burden or otherwise has a positive economic effect on the small 
entities subject to the rule. This action is expected to result in net 
cost savings of an annualized $39.5 million per year. These cost 
savings will accrue to all regulated entities. We have therefore 
concluded that this action will relieve regulatory burden for all 
directly regulated small entities. EPA requests comment on the effect 
of this rule on regulated small entities.

E. Unfunded Mandates Reform Act (UMRA)

    This action does not contain any unfunded mandate of $100 million 
or more as described in UMRA, 2 U.S.C. 1531-1538, and does not 
significantly or uniquely affect small governments. This action imposes 
no enforceable duty on any state, local or tribal governments or the 
private sector. The costs involved in this action are imposed only by 
participation in a voluntary federal program. UMRA generally excludes 
from the definition of ``federal intergovernmental mandate'' duties 
that arise from participation in a voluntary federal program.

F. Executive Order 13132: Federalism

    This action does not have federalism implications. It will not have 
substantial direct effects on the states, on the relationship between 
the national government and the states, or on the distribution of power 
and responsibilities among the various levels of government.

G. Executive Order 13175: Consultation and Coordination With Indian 
Tribal Governments

    This action does not have tribal implications as specified in 
Executive Order 13175. For the ``Final Rule: Hazardous and Solid Waste 
Management System; Disposal of Coal Combustion Residuals from Electric 
Utilities'' published April 17, 2015 (80 FR 21302), EPA identified 
three of the 414 coal-fired electric utility plants (in operation as of 
2012) as being located on tribal lands; however, they are not owned by 
tribal governments. These are: (1) Navajo Generating Station in 
Coconino County, Arizona, owned by the Arizona Salt River Project; (2) 
Bonanza Power Plant in Uintah County, Utah, owned by the Deseret 
Generation and Transmission Cooperative; and (3) Four Corners Power 
Plant in San Juan County, New Mexico owned by the Arizona Public 
Service Company. The Navajo Generating Station and the Four Corners 
Power Plant are on lands belonging to the Navajo Nation, while the 
Bonanza Power Plant is located on the Uintah and Ouray Reservation of 
the Ute Indian Tribe. Under the WIIN Act, EPA is the permitting 
authority for CCR units located in Indian Country. Thus, Executive 
Order 13175 does not apply to this action.

H. Executive Order 13045: Protection of Children From Environmental 
Health Risk and Safety Risks

    This action is not subject to Executive Order 13045 because it is 
not economically significant as defined in Executive Order 12866, and 
because the EPA does not believe the environmental health risks or 
safety risks addressed by this action present a disproportionate risk 
to children. This action's health and risk assessments are contained in 
the document titled ``Human and Ecological Risk Assessment of Coal 
Combustion Residuals,'' which is available in the docket for the final 
rule as docket item EPA-HQ-RCRA-2009-0640-11993.
    As ordered by E.O. 13045 Section 1-101(a), for the ``Final Rule: 
Hazardous and Solid Waste Management System; Disposal of Coal 
Combustion Residuals from Electric Utilities'' published April 17, 2015 
(80 FR 21302), EPA identified and assessed environmental health risks 
and safety risks that may disproportionately affect children in the 
revised risk assessment. The results of the screening assessment found 
that risks fell below the criteria when wetting and run-on/runoff 
controls required by the rule are considered. Under the full 
probabilistic analysis, composite liners required by the rule for new 
waste management units showed the ability to reduce the 90th percentile 
child cancer and non-cancer risks for the groundwater to drinking water 
pathway to well below EPA's criteria. Additionally, the groundwater 
monitoring and corrective action required by the rule reduced risks 
from current waste management units. This action does not adversely 
affect these requirements and EPA believes that this rule will be 
protective of children's health.

I. Executive Order 13211: Actions Concerning Regulations That 
Significantly Affect Energy Supply, Distribution or Use

    This action is not a ``significant energy action'' because it is 
not likely to have a significant adverse effect on the supply, 
distribution or use of energy. For the 2015 CCR rule, EPA analyzed the 
potential impact on electricity prices relative to the ``in excess of 
one percent'' threshold. Using the Integrated Planning Model (IPM), EPA 
concluded that the 2015 CCR Rule may increase the weighted average 
nationwide wholesale price of electricity between 0.18 percent and 0.19 
percent in the years 2020 and 2030, respectively. As the proposed rule 
represents a cost savings rule relative to the 2015 CCR rule, this 
analysis concludes that any potential impact on wholesale electricity 
prices will be lower than the potential impact estimated of the 2015 
CCR rule; therefore, this proposed rule is not expected to meet the 
criteria of a ``significant adverse effect'' on the electricity markets 
as defined by Executive Order 13211.

J. National Technology Transfer and Advancement Act (NTTAA)

    This rulemaking does not involve technical standards.

K. Executive Order 12898: Federal Actions To Address Environmental 
Justice in Minority Populations and Low-Income Populations

    The EPA believes that this action does not have disproportionately 
high and adverse human health or environmental effects on minority 
populations, low-income populations and/or indigenous peoples, as 
specified in Executive Order 12898 (59 FR 7629, February 16, 1994). The 
documentation for this decision is contained in EPA's Regulatory Impact 
Analysis (RIA) for the CCR rule which is available in the docket for 
the 2015 CCR final rule as docket item EPA-HQ-RCRA-2009-0640-12034.
    The EPA's risk assessment did not separately evaluate either 
minority or low-income populations. However, to evaluate the 
demographic characteristics of communities that may be affected by the 
CCR rule, the RIA compares the demographic characteristics of 
populations surrounding coal-fired electric utility plants with broader 
population data for two geographic areas: (1) One-mile radius from CCR 
management units (i.e., landfills and impoundments) likely to be 
affected by groundwater releases from both landfills and impoundments; 
and (2) watershed catchment areas

[[Page 65961]]

downstream of surface impoundments that receive surface water run-off 
and releases from CCR impoundments and are at risk of being 
contaminated from CCR impoundment discharges (e.g., unintentional 
overflows, structural failures, and intentional periodic discharges).
    For the population as a whole 24.8 percent belong to a minority 
group and 11.3 percent falls below the Federal Poverty Level. For the 
population living within one mile of plants with surface impoundments 
16.1 percent belong to a minority group and 13.2 percent live below the 
Federal Poverty Level. These minority and low-income populations are 
not disproportionately high compared to the general population. The 
percentage of minority residents of the entire population living within 
the catchment areas downstream of surface impoundments is 
disproportionately high relative to the general population, i.e., 28.7 
percent, versus 24.8 percent for the national population. Also, the 
percentage of the population within the catchment areas of surface 
impoundments that is below the Federal Poverty Level is 
disproportionately high compared with the general population, i.e., 
18.6 percent versus 11.3 percent nationally.
    Comparing the population percentages of minority and low income 
residents within one mile of landfills to those percentages in the 
general population, EPA found that minority and low-income residents 
make up a smaller percentage of the populations near landfills than 
they do in the general population, i.e., minorities comprised 16.6 
percent of the population near landfills versus 24.8 percent nationwide 
and low-income residents comprised 8.6 percent of the population near 
landfills versus 11.3 percent nationwide. In summary, although 
populations within the catchment areas of plants with surface 
impoundments appear to have disproportionately high percentages of 
minority and low-income residents relative to the nationwide average, 
populations surrounding plants with landfills do not. Because landfills 
are less likely than impoundments to experience surface water run-off 
and releases, catchment areas were not considered for landfills.
    The CCR rule is risk-reducing with reductions in risk occurring 
largely within the surface water catchment zones around, and 
groundwater beneath, coal-fired electric utility plants. Since the CCR 
rule is risk-reducing and this action does not add to risks, this 
action will not result in new disproportionate risks to minority or 
low-income populations.

List of Subjects in 40 CFR Part 257

    Environmental protection, Waste treatment and disposal.

    Dated: November 4, 2019.
Andrew R. Wheeler,
Administrator.
    For the reasons set out in the preamble, EPA proposes to amend 
title 40, chapter I, of the Code of Federal Regulations as follows:

PART 257--CRITERIA FOR CLASSIFICATION OF SOLID WASTE DISPOSAL 
FACILITIES AND PRACTICES

0
1. The authority citation for part 257 continues to read as follows:

    Authority: 42 U.S.C. 6907(a)(3), 6912(a)(1), 6944(a), 6945(d); 
33 U.S.C. 1345(d) and (e).

0
2. Amend Sec.  257.71 by:
0
a. Removing and reserving paragraph (a)(1)(i); and
0
b. Revising paragraphs (a)(3)(i) and (ii).
    The revisions read as follows:

Sec.  257.71  Liner design criteria for existing CCR surface 
impoundments.

    (a) * * *
    (3) * * *
    (i) The owner or operator of the CCR unit determines that the CCR 
unit is not constructed with a liner that meets the requirements of 
paragraphs (a)(1)(ii) or (iii) of this section; or
    (ii) The owner or operator of the CCR unit fails to document 
whether the CCR unit was constructed with a liner that meets the 
requirements of paragraphs (a)(1)(ii) or (iii) of this section.
* * * * *
0
3. Amend Sec.  257.91 by removing and reserving paragraph (d)(2).

Sec.  257.91  [Amended]

0
4. Amend Sec.  257.101 by revising paragraphs (a)(1) and (b)(1) to read 
as follows:

Sec.  257.101  Closure or retrofit of CCR units.

    (a) * * *
    (1) Except as provided by paragraph (a)(3) of this section, no 
later than August 31, 2020, an owner or operator of an existing unlined 
CCR surface impoundment must cease placing CCR and non-CCR wastestreams 
into such CCR surface impoundment and either retrofit or close the CCR 
unit in accordance with the requirements of Sec.  257.102.
* * * * *
    (b) * * *
    (1)(i) Location standard under Sec.  257.60. Except as provided by 
paragraph (b)(4) of this section, the owner or operator of an existing 
CCR surface impoundment that has not demonstrated compliance with the 
location standard specified in Sec.  257.60(a) must cease placing CCR 
and non-CCR wastestreams into such CCR unit no later than August 31, 
2020 and close the CCR unit in accordance with the requirements of 
Sec.  257.102.
* * * * *
0
5. Amend Sec.  257.103 by:
0
a. Revising introductory text;
0
b. Revising paragraphs (a)(1) introductory text, (2) and (3);
0
c. Revising paragraph (b)(1) introductory text;
0
d. Removing and reserving paragraphs (b)(2) and (3);
0
e. Revising paragraph (c)(1); and
0
f. Adding paragraphs (e) and (f).
    The additions and revisions read as follows:

Sec.  257.103  Alternate closure requirements.

    The owner or operator of a CCR landfill, CCR surface impoundment, 
or any lateral expansion of a CCR unit that is subject to closure 
pursuant to Sec.  257.101(a), (b)(1), or (d) may continue to receive 
CCR and/or non-CCR wastestreams in the unit provided the owner or 
operator meets the requirements of either paragraph (a), (b), (e), or 
(f) of this section.
    (a)(1) No alternative CCR disposal capacity. Notwithstanding the 
provisions of Sec.  257.101(d), a CCR landfill may continue to recieve 
CCR if the owner or operator of the CCR landfill certifies that the CCR 
must continue to be managed in that CCR landfill due to the absence of 
alternative disposal capacity both on-site and off-site of the 
facility. To qualify under this paragraph, the owner or operator of the 
CCR landfill must document that all of the following conditions have 
been met:
* * * * *
    (2) Once alternative capacity is available, the CCR landfill must 
cease receiving CCR and initiate closure following the timeframes in 
Sec.  257.102(e) and (f).
    (3) If no alternative capacity is identified within five years 
after the initial certification, the CCR landfill must cease receiving 
CCR and close in accordance with the timeframes in Sec.  257.102(e) and 
(f).
    (b)(1) Permanent cessation of a coal-fired boiler(s) by a date 
certain. Notwithstanding the provisions of Sec.  257.101(d), a CCR 
landfill may continue to receive CCR if the owner or operator certifies 
that the facility will cease operation of the coal-fired boilers within 
the timeframes specified in

[[Page 65962]]

paragraphs (b)(2) through (4) of this section, but in the interim 
period (prior to closure of the coal-fired boiler), the facility must 
continue to use the CCR unit due to the absence of alternative disposal 
capacity both on-site and off-site of the facility. To qualify under 
this paragraph, the owner or operator of the CCR unit must document 
that all of the following conditions have been met:
* * * * *
    (2) [Reserved]
    (3) [Reserved]
* * * * *
    (c) * * *
    (1) The owner or operator must prepare and place in the facility's 
operating record a notification of intent to comply with the 
alternative closure requirements of this section. The notification must 
describe why the CCR unit qualifies for the alternative closure 
provisions under either paragraph (a) or (b) of this section, in 
addition to providing the documentation and certifications required by 
paragraph (a) or (b) of this section. The deadlines to prepare the 
notification are specified in paragraphs (c)(1)(i) through (iii) of 
this section.
    (i) If the CCR unit is closing pursuant to Sec.  257.101(a)(1), the 
owner or operator must prepare the notification no later than August 
31, 2020.
    (ii) If the CCR unit is closing pursuant to Sec.  257.101(b)(1), 
the owner or operator must prepare the notification no later than 
August 31, 2020.
    (iii) If the CCR unit is closing pursuant to Sec.  257.101(d)(1), 
the owner or operator must prepare the notification no later than six 
months after the date it is determined that the CCR unit is not in 
compliance with the requirements of Sec.  257.64(a).
* * * * *
    (e)(1) Short-Term Alternate to Initiation of Closure. 
Notwithstanding the provisions of Sec.  257.101(a), or (b)(1), a CCR 
surface impoundment may continue to recieve CCR and/or non-CCR 
wastestreams if the owner or operator of the CCR surface impoundment 
certifies that the CCR and/or non-CCR wastestreams must continue to be 
managed in that CCR surface impoundment to allow the facility to 
complete the measures necessary to provide alternative disposal 
capacity, either on-site or off-site of the facility. Qualification 
under this paragraph lasts only until alternative capacity is available 
or until November 30, 2020, whichever is sooner. To qualify under this 
paragraph, the owner or operator of the CCR surface impoundment must 
document that all of the following conditions have been met:
    (i) No alternative disposal capacity is available on-site or off-
site. An increase in costs or the inconvenience of existing capacity is 
not sufficient to support qualification under this section;
    (ii) The owner or operator has made, and continues to make, efforts 
to obtain additional capacity that will become available no later than 
November 30, 2020. Once alternative capacity is identified, the owner 
or operator must arrange to use such capacity as soon as feasible; and
    (iii) The owner or operator must remain in compliance with all 
other requirements of this subpart, including the requirement to 
conduct any necessary corrective action. The owner or operator at all 
times bears responsibility for demonstrating qualification under this 
section. Failure to remain in compliance with any of the requirements 
of this subpart could result in the automatic loss of authorization 
under this section.
    (2) Once alternative capacity is available, the CCR surface 
impoundment must cease receiving CCR and non-CCR wastestreams and 
initiate closure following the timeframes in Sec.  257.102(e) and (f).
    (3) If no alternative capacity is identified by November 30, 2020, 
the CCR surface impoundment must cease recieving CCR and non-CCR 
wastestreams and close in accordance with the timeframes in Sec.  
257.102(e) and (f).
    (4) An owner or operator of a CCR surface impoundment that closes 
in accordance with paragraphs (e) of this section must complete the 
notices as specified in paragraphs (d) and (e)(4)(i) through (ii) of 
this section.
    (i) No later than August 31, 2020 the owner or operator must 
prepare and place in the facility's operating record a notification of 
intent to comply with alternative closure requirements of this section. 
The notification must describe the factual basis to support the 
facility's conclusion that the CCR unit qualifies for the alternative 
closure provisions under this paragraph, in addition to providing the 
documentation and certifications required by this paragraph.
    (ii) An owner or operator of a CCR surface impoundment must also 
prepare the notification of intent to close a CCR unit as required by 
Sec.  257.102(g).
    (f) Site Specific Alternate to Initiation of Closure Deadline. 
Notwithstanding the provisions of Sec.  257.101(a), and (b)(1), a CCR 
surface impoundment may continue to recieve CCR and/or non-CCR 
wastestreams if the owner or operator of the CCR surface impoundment 
demonstrates to the Administrator or the Participating State Director 
that the CCR and/or non-CCR wastestreams must continue to be managed in 
that CCR surface impoundment either: Because it was infeasible to 
complete the measures necessary to provide alternative disposal 
capacity on-site or off-site of the facility by November 30, 2020; or 
because the owner or operator certifies that the facility will 
permanently cease operation of the coal-fired boilers within the 
timeframes specified in paragraph (f)(2)(ii) of this section. 
Authorization under this paragraph is not available for units that have 
continued operation pursuant to Sec.  257.103(e). The demonstration 
must be submitted to the Administrator or the Participating State 
Director no later than the relevant deadline in paragraph (f)(3) of 
this section and will act on the submission in accordance with the 
procedures in paragraph (f)(3) of this section.
    (1) Development of Alternative Capacity Infeasible.
    (i) To obtain approval under this paragraph, the owner or operator 
of the CCR surface impoundment must submit a demonstration that 
includes documents all of the following:
    (A) Documentation that no alternative disposal capacity is 
available on-site or off-site. An increase in costs or the 
inconvenience of existing capacity is not sufficient to support 
qualification under this section;
    (B) A certification from the owner or operator of the CCR surface 
impoundment that CCR and/or non-CCR wastestreams must continue to be 
managed in that CCR surface impoundment because it was infeasible to 
complete the measures necessary to obtain alternative disposal capacity 
either on-site or off-site of the facility by November 30, 2020;
    (C) A certification from the owner or operator of the CCR surface 
impoundment that the facility is in compliance with all of the 
requirements of this Subpart;
    (D) A workplan that contains the following elements:
    (1) A narrative discussing the approach selected to obtain 
alternative capacity for CCR and/or non-CCR wastestreams;
    (2) A detailed schedule of the fastest feasible time to complete 
the measures necessary for alternate capacity to be available including 
a visual timeline representation;
    (3) A narrative discussion of the schedule and visual timeline 
representation; and
    (4) A narrative discussion of the progress the owner or operator 
has made

[[Page 65963]]

to obtain alternative capacity for the CCR and/or non-CCR wastestreams;
    (5) A narrative discussion of the strategy the owner or operator 
will utilize to remain in compliance with all other requirements of 
this subpart, including the requirement to conduct any necessary 
corrective action;
    (ii) Once alternative capacity for a CCR or non-CCR wastestream is 
available, the existing CCR surface impoundment must cease receiving 
that CCR or non-CCR wastestream. The new alternate capacity must be 
utilized as soon as available. Once the existing CCR surface 
impoundment ceases receipt of all CCR and/or non-CCR wastestreams, the 
existing CCR surface impoundment must initiate closure following the 
timeframes in 257.102(e) and (f).
    (iii) An owner or operator may seek additional time beyond the time 
granted in the initial approval by making the showing in paragraph 
(f)(1)(i) of this section, provided that no facility may be granted 
time to operate the impoundment beyond October 15, 2023. No later than 
October 15, 2023, all CCR surface impoundments covered by this section 
must cease receiving CCR and non-CCR wastestreams and close in 
accordance with the timeframes in Sec.  257.102(e) and (f).
    (iv) The owner or operator at all times bears responsibility for 
demonstrating qualification under this section. Failure to remain in 
compliance with any of the requirements of this subpart will result in 
the automatic loss of authorization under this section.
    (v) An owner or operator of a CCR surface impoundment that closes 
in accordance with paragraph (f)(1) of this section must complete the 
notices and progress reports as specified in paragraphs (d) and 
(f)(1)(vi) through (xi) of this section.
    (vi) Upon submission of the demonstration to the Administrator or 
the Participating State Director the owner or operator must prepare and 
place in the facility's operating record a notification of submitting 
the demonstration.
    (vii) Upon approval or denial from the Administrator or the 
Participating State Director the owner or operator must prepare and 
place in the facility's operating record the notification of approval 
or denial and the approved or denied demonstration required by 
paragraph (f)(1) of this section.
    (viii) If at any time after approval, the owner or operator 
discovers the need to seek additional time due to infeasibility to 
achieve cease receipt of waste prior to the granted alternative 
deadline under paragraph (f)(1)(iii) of this section, the owner or 
operator must submit a notification to the Administrator or the 
Participating State Director as soon as possible. The owner or operator 
must prepare and place the notification in the facility's operating 
record.
    (ix) The owner or operator must prepare semi-annual progress 
reports. The semi-annual progress reports are to contain the following:
    (A) Discussion on progress obtaining alternative capacity, 
including:
    (1) Discussion on the current stage of obtaining the capacity in 
reference to the timeline required under paragraph (f)(1)(i)(D)(2) of 
this section;
    (2) Discussion on if the owner or operator is on schedule for 
obtaining alternative capacity;
    (3) Discussion of any problems encountered, and a description of 
the actions taken to resolve the problems; and
    (4) Discussion of the goals for the next 6 months and major 
milestones to be achieve for obtaining alternative capacity; and
    (B) Discussion of any planned operational changes at the facility.
    (x) The progress reports are to be completed according to the 
following schedule:
    (A) The semi-annual progress reports are to be prepared and posted 
on April 1 and October 1 of each year for the duration of the alternate 
cease receipt of waste deadline.
    (B) The first semi-annual progress report is to be prepared and 
posted by whichever date, April 1 or October 1, is soonest after 
receiving approval from the Administrator or the Participating State 
Director; and
    (C) The owner or operator has completed the progress reports 
specified in paragraph (f)(1)(ix) of this section when the reports are 
placed in the facility's operating record as required by Sec.  
257.105(i)(17).
    (xi) An owner or operator of a CCR surface impoundment must also 
prepare the notification of intent to close a CCR unit as required by 
Sec.  257.102(g).
    (2) Permanent cessation of a coal-fired boiler(s) by a date 
certain.
    (i) Notwithstanding the provisions of Sec.  257.101(a), and (b)(1), 
a CCR surface impoundment may continue to receive CCR and non-CCR 
wastestreams if the owner or operator certifies that the facility will 
cease operation of the coal-fired boilers and complete closure of the 
impoundment within the timeframes specified in paragraphs (f)(2)(ii) of 
this section, but in the interim period (prior to closure of the coal-
fired boiler), the facility must continue to use the CCR unit due to 
the absence of alternative disposal capacity both on-site and off-site 
of the facility. To qualify under this paragraph, the owner or operator 
of the CCR unit must submit a demonstration to the Administrator or 
Participating State Director that contains all of the following:
    (A) Documentation that no alternative disposal capacity is 
available on-site or off-site. An increase in costs or the 
inconvenience of existing capacity is not sufficient to support 
qualification under this section.
    (B) A plan to mitigate potential risks to human health and the 
environment from the CCR surface impoundment;
    (C) Certification that the owner or operator remains in compliance 
with all other requirements of this subpart, including the requirement 
to conduct any necessary corrective action; and
    (D) Documentation that the coal-fired boilers and closure of the 
impoundment will be completed within the timeframes specified in 
paragraphs (f)(2)(ii) of this section.
    (ii) Timeframes
    (A) For a CCR surface impoundment that is 40 acres or smaller, the 
coal-fired boiler must cease operation and the CCR surface impoundment 
must have completed closure no later than October 17, 2023.
    (B) For a CCR surface impoundment that is larger than 40 acres, the 
coal-fired boiler must cease operation, and the CCR surface impoundment 
must complete closure no later than October 17, 2028.
    (iii) The owner or operator at all times bears responsibility for 
demonstrating qualification for authorization under section. Failure to 
remain in compliance with any of the requirements of this subpart will 
result in the automatic loss of authorization under this section.
    (iv) An owner or operator of a CCR surface impoundment that closes 
in accordance with paragraph (f)(2) of this section must complete the 
notices and progress reports as specified in paragraphs (d) and 
(f)(2)(v) through (vii) of this section.
    (v) Upon submission of the demonstration to the Administrator or 
the Participating State Director the owner or operator must prepare and 
place in the facility's operating record a notification of submitting 
the demonstration.
    (vi) Upon approval or denial from the Administrator or the 
Participating State Director the owner or operator must prepare and 
place in the facility's operating record the notification of approval 
or denial and the approved or denied demonstration required by 
paragraph (f)(2) of this section.
    (vii) The owner or operator must prepare an annual progress report

[[Page 65964]]

documenting the continued lack of alternative capacity and the progress 
towards the closure of the CCR surface impoundment.
    (3) Process to Obtain Authorization
    (i) Deadlines for Submission
    (A) The owner or operator must submit the demonstration required 
under paragraph (f)(1)(i) of this section, for an alternative cease 
receipt of waste deadline for a CCR surface impoundment pursuant to 
paragraph (f)(1) of this section, to EPA for approval no later than 2 
months prior to the unit's deadline to cease receiving waste.
    (B) An owner or operator may seek additional time beyond the time 
granted in the initial approval, as allowed under paragraph (f)(1)(iii) 
of this section, by submitting a new demonstration, as required under 
paragraph (f)(1)(i) of this section, to EPA for approval. No facility 
may be granted time to operate the impoundment beyond October 15, 2023.
    (C) The owner or operator must submit the demonstration required 
under paragraph (f)(2)(i) of this section, for an alternative cease 
receipt of waste deadline for a CCR surface impoundment under paragraph 
(f)(2) of this section, to EPA for approval no later than May 15, 2020.
    (ii) EPA will evaluate the demonstration and may request additional 
information to complete its review. Submission of a complete 
demonstration will toll the facility's deadline to cease receipt of 
waste until issuance of a final decision under paragraph (f)(3)(iv) of 
this section. Incomplete submissions will not toll the facility's 
deadline.
    (iii) EPA will publish a proposed decision on EPA's website for a 
15-day comment period. If the demonstration is particularly complex, 
EPA will provide a comment period of 20 to 30 days.
    (iv) After consideration of the comments, EPA will issue its 
decision on the alternate compliance deadline within 4 months of 
receiving a complete demonstration. If no substantive comments are 
received, the proposed decision will become effective 5 days from the 
close of the comment period.
0
6. Amend Sec.  257.105 by adding paragraphs (i)(14) through (21).

Sec.  257.105  Recordkeeping requirements.

* * * * *
    (i) * * *
    (14) The notification of intent to comply with the short-term 
alternative to initiation of closure as required by Sec.  
257.103(e)(4)(i).
    (15) The notification of intent to comply with the site-specific 
alternative to initiation of closure due to development of alternate 
capacity infeasible as required by Sec.  257.103(f)(1)(vi).
    (16) The approved or denied demonstration for the site-specific 
alternative to initiation of closure due to development of alternate 
capacity infeasible as required by Sec.  257.103(f)(1)(vii).
    (17) The notification for requesting additional time to the 
alternative cease receipt of waste deadline as required by Sec.  
257.103(f)(1)(viii).
    (18) The semi-annual progress reports as for the site-specific 
alternative to initiation of closure due to development of alternate 
capacity infeasible as required by Sec.  257.103(f)(1)(ix).
    (19) The notification of intent to comply with the site-specific 
alternative to initiation of closure due to permanent cessation of a 
coal-fired boiler(s) by a date certain as required by Sec.  
257.103(f)(2)(v).
    (20) The approved or denied demonstration for the site-specific 
alternative to initiation of closure due to permanent cessation of a 
coal-fired boiler(s) by a date certain as required by Sec.  
257.103(f)(2)(vi).
    (21) The annual progress report for the site-specific alternative 
to initiation of closure due to permanent cessation of a coal-fired 
boiler(s) by a date certain as required by Sec.  257.103(f)(2)(vii).
* * * * *
0
7. Amend Sec.  257.106 by adding paragraphs (i)(14) through (21).

Sec.  257.106  Notification requirements.

* * * * *
    (i) * * *
    (14) Provide the notification of intent to comply with the short-
term alternative to initiation of closure as specified under Sec.  
257.105(i)(14).
    (15) Provide the notification of intent to comply with the site-
specific alternative to initiation of closure due to development of 
alternate capacity infeasible as specified under Sec.  257.105(i)(15).
    (16) Provide the approved or denied demonstration for the site-
specific alternative to initiation of closure due to development of 
alternate capacity infeasible as required by as specified under Sec.  
257.105(i)(16).
    (17) Provide the notification for requesting additional time to the 
alternative cease receipt of waste deadline as required by Sec.  
257.1035(i)(17).
    (18) The semi-annual progress reports as for the site-specific 
alternative to initiation of closure due to development of alternate 
capacity infeasible as specified under Sec.  257.105(i)(18).
    (19) Provide the notification of intent to comply with the site-
specific alternative to initiation of closure due to permanent 
cessation of a coal-fired boiler(s) by a date certain as specified 
under Sec.  257.105(i)(19).
    (20) Provide the approved or denied demonstration for the site-
specific alternative to initiation of closure due to permanent 
cessation of a coal-fired boiler(s) by a date certain as required by 
Sec.  257.105(i)(20).
    (21) The annual progress report for the site-specific alternative 
to initiation of closure due to permanent cessation of a coal-fired 
boiler(s) by a date certain as required by Sec.  257.105(i)(21).
* * * * *
0
8. Amend Sec.  257.107 by adding paragraphs (i)(14) through (21).

Sec.  257.107  Publicly accessible internet site requirements.

* * * * *
    (i) * * *
    (14) The notification of intent to comply with the short-term 
alternative to initiation of closure as specified under Sec.  
257.105(i)(14).
    (15) The notification of intent to comply with the site-specific 
alternative to initiation of closure due to development of alternate 
capacity infeasible as specified under Sec.  257.105(i)(15).
    (16) The approved or denied demonstration for the site-specific 
alternative to initiation of closure due to development of alternate 
capacity infeasible as required by as specified under Sec.  
257.105(i)(16).
    (17) The notification for requesting additional time to the 
alternative cease receipt of waste deadline as required by Sec.  
257.1035(i)(17).
    (18) The semi-annual progress reports as for the site-specific 
alternative to initiation of closure due to development of alternate 
capacity infeasible as specified under Sec.  257.105(i)(18).
    (19) The notification of intent to comply with the site-specific 
alternative to initiation of closure due to permanent cessation of a 
coal-fired boiler(s) by a date certain as specified under Sec.  
257.105(i)(19).
    (20) The approved or denied demonstration for the site-specific 
alternative to initiation of closure due to permanent cessation of a 
coal-fired boiler(s) by a date certain as required by Sec.  
257.105(i)(20).
    (21) The annual progress report for the site-specific alternative 
to initiation of closure due to permanent cessation of a coal-fired 
boiler(s) by a date certain as required by Sec.  257.105(i)(21).
* * * * *
[FR Doc. 2019-24927 Filed 11-29-19; 8:45 am]
BILLING CODE 6560-50-P