Petition for Writ of Certiorari — Dakota Access, LLC, Petitioner v. Standing Rock Sioux Tribe, et al.
Supreme Court briefSep 20, 2021
Ask Donna
What actually matters in this document.
Text
No. 21-
IN THE
pìéêÉãÉ `çìêí çÑ íÜÉ råáíÉÇ pí~íÉë
_______________
DAKOTA ACCESS, LLC,
Petitioner,
v.
STANDING ROCK SIOUX TRIBE, ET AL.,
Respondents.
_______________
On Petition For A Writ Of Certiorari
To The United States Court Of Appeals
For The District Of Columbia Circuit
_______________
APPENDIX TO PETITION
FOR A WRIT OF CERTIORARI
VOLUME II OF III
_______________
MIGUEL A. ESTRADA
Counsel of Record
WILLIAM S. SCHERMAN
DAVID DEBOLD
GIBSON, DUNN & CRUTCHER LLP
1050 Connecticut Avenue, N.W.
Washington, D.C. 20036
(202) 955-8500
mestrada@gibsondunn.com
Counsel for Dakota Access, LLC
i
TABLE OF APPENDICES
Page
VOLUME I
APPENDIX A:
Opinion of the U.S. Court of Appeals for
the District of Columbia Circuit, 985
F.3d 1032 (Jan. 26, 2021) .............................. 1a
APPENDIX B:
U.S. Army Corps of Engineers,
Environmental Assessment – Dakota
Access Pipeline Project Crossings for
Flowage Easements and Federal Lands
(July 2016) ................................................... 41a
APPENDIX C:
Memorandum Opinion of the U.S.
District Court for the District of
Columbia Remanding Environmental
Assessment, 255 F. Supp. 3d 101 (June
14, 2017) ..................................................... 359a
VOLUME II
APPENDIX D:
Memorandum Opinion of the U.S.
District Court for the District of
Columbia Ordering Remaind Without
Vacatur, 282 F. Supp. 3d 91 (Oct. 11,
2017) ........................................................... 466a
APPENDIX E:
U.S. Army Corps of Engineers,
Memorandum
for
Record
on
Consideration of Issues Remanded (Aug.
31, 2018) ..................................................... 500a
ii
APPENDIX F:
U.S. Army Corps of Engineers, Review
and Analysis of Tribes’ Submissions
(Aug. 31, 2018) (Redacted) ........................ 503a
APPENDIX G:
Memorandum Opinion of the U.S.
District Court for the District of
Columbia Granting Summary Judgment
in Favor of Plaintiffs, 440 F. Supp. 3d 1
(Mar. 25, 2020) ........................................... 776a
APPENDIX H:
Memorandum Opinion of the U.S.
District Court for the District of
Columbia Ordering Vacatur, 471 F.
Supp. 3d 71 (July 6, 2020) ......................... 826a
APPENDIX I:
Per Curiam Order of the U.S. Court of
Appeals for the District of Columbia
Circuit Granting in Part and Denying in
Part Defendants’ Motions for a Stay
Pending Appeal (Aug. 5, 2020) .................. 855a
APPENDIX J:
Memorandum Opinion of the U.S.
District Court for the District of
Columbia Denying Plaintiffs’ Motion for
Clarification
and
a
Permanent
Injunction, -- F. Supp. 3d -- (May 21,
2021) ........................................................... 858a
APPENDIX K:
Order of the U.S. Court of Appeals for
the District of Columbia Circuit Denying
Rehearing En Banc (Apr. 23, 2021) .......... 895a
iii
APPENDIX L:
Statutory Provisions and Regulations
Involved ...................................................... 897a
5 U.S.C. § 702 ....................................... 897a
5 U.S.C. § 706 ....................................... 898a
30 U.S.C. § 185 (a), (b), (f), (h) ............. 899a
42 U.S.C. § 4332(2)(C).......................... 901a
33 C.F.R. pt. 325, App. B (2019) .......... 903a
40 C.F.R. § 1501.4 (2019) ..................... 908a
40 C.F.R. § 1508.28 (2019) ................... 910a
VOLUME III (SEALED)
APPENDIX M:
U.S. Army Corp of Engineers, Analysis of
the Issues Remanded (Aug. 31, 2018) ....... 913a
466a
____________________
APPENDIX D
____________________
UNITED STATES DISTRICT COURT
FOR THE DISTRICT OF COLUMBIA
STANDING ROCK SIOUX
TRIBE,
Plaintiff,
and
CHEYENNE RIVER SIOUX
TRIBE,
Plaintiff-Intervenor,
v.
U.S. ARMY CORPS OF
ENGINEERS,
Civil Action No.
16-1534 (JEB)
(and Consolidated Case Nos.
16-1769 and 16267)
Defendant,
and
DAKOTA ACCESS, LLC,
Defendant-Intervenor
and Cross-Claimant.
MEMORANDUM OPINION
The dispute over the Dakota Access Pipeline has
now taken nearly as many twists and turns as the
1,200-mile pipeline itself. On June 14, 2017, in its
third Opinion on the case, this Court held that the
U.S. Army Corps of Engineers had failed to fully follow the National Environmental Protection Act when
467a
it determined that the pipeline would not have a significant environmental impact. Although the Court
found that the agency had “substantially complied”
with the statute, the Opinion identified three discrete
deficiencies in the Corps’ analysis and remanded the
matter to the agency for further evaluation. In doing
so, the Court asked the parties to submit further briefing on the question such an action raised: what is the
proper remedy during this remand period? Specifically, the Court must determine whether or not to vacate the Corps’ environmental assessment, as well as
the easement granted to Dakota Access in reliance on
that determination. Without such an easement, the
oil cannot flow through the pipeline.
The propriety of vacatur during remand is determined by a two-prong test that requires the Court to
consider (1) the seriousness of the deficiencies in the
agency action and (2) the disruptive consequences of
vacating that prior approval. As to the first, the Court
ultimately concludes that the three errors identified
in the prior Opinion are not fundamental or incurable
flaws in the Corps’ original analysis; rather, the
agency has a significant possibility of justifying its
prior determinations on remand. Although the Court
finds that the equities of disruption do not tip sharply
in Defendants’ favor on the second factor, prevailing
on the first is enough here for them to avoid vacatur.
I.
Procedural History
The lengthy factual history of this case is set forth
in this Court’s prior Opinion, Standing Rock Sioux
Tribe v. U.S. Army Corps of Engineers (Standing Rock
III), 255 F.Supp.3d 101, 2017 WL 2573994 (D.D.C.
June 14, 2017), and need not be repeated here. Suffice
468a
it to say that Plaintiffs, the Standing Rock and Cheyenne River Sioux Tribes (and other intervenors and
consolidated Plaintiffs), strongly oppose the current
route of the Dakota Access Pipeline (DAPL), a nearly
1,200-mile domestic pipeline running from North Dakota to Illinois. In particular, the Tribes protest
DAPL’s crossing at Lake Oahe, a federally regulated
body of water that borders their reservations. Created
by the Corps in 1958 via a dam constructed on the
Missouri River, the Lake is a primary source of water
for the Tribes, and it is considered sacred to their spiritual practices. Id. at *3.
A. History of Litigation
For the past fourteen months, the Tribes have attempted to prevent oil from flowing under Lake Oahe.
The instant case began on July 25, 2016, when Standing Rock filed its Complaint against the Corps for declaratory and injunctive relief pursuant to the National Historic Preservation Act, National Environmental Policy Act, Clean Water Act, and the River and
Harbors Act. See ECF No. 1 (SRST Complaint),
¶¶ 128-212. The following month, Dakota Access LLC
successfully moved to intervene in support of the
Corps, see ECF No. 7, and the Cheyenne River Sioux
Tribe intervened as a Plaintiff, subsequently filing its
own Complaint. See ECF No. 11-12 (CRST Complaint). The Tribes’ first pass at preventing the pipeline was a motion for a preliminary injunction based
solely on the NHPA, asserting that the ongoing clearing and grading of the land along DAPL’s route disrupted sacred Tribal sites. See Standing Rock Sioux
Tribe v. U.S. Army Corps of Engineers (Standing Rock
I), 205 F.Supp.3d 4, 8-9 (D.D.C. 2016). On September
469a
9, 2016, the Court denied emergency relief, and construction proceeded. Id. at 37.
On February 8, 2017, the Corps finally granted
Dakota Access an easement pursuant to the Mineral
Leasing Act, authorizing it to cross federal lands at
Lake Oahe and complete the pipeline. See ECF No.
172-11 (Easement). The next day, Cheyenne River
filed a motion for preliminary injunction and an application for a temporary restraining order, this time alleging violations of RFRA. See ECF Nos. 98, 99;
Standing Rock Sioux Tribe v. U.S. Army Corps of Engineers (Standing Rock II), 239 F.Supp.3d 77, 81
(D.D.C. 2017), appeal dismissed, No. 17-5043, 2017
WL 4071136 (D.C. Cir. May 15, 2017). Believing these
religious-freedom claims unlikely to succeed, the
Court issued a second Opinion denying the preliminary injunction. See Standing Rock II, 239 F.Supp.3d
at 80.
B. Motions for Summary Judgment
As these emergency motions were ongoing, the
parties filed cross-motions for summary judgment.
See ECF Nos. 117 (SRST MSJ); 131 (CRST MSJ); 172
(Corps MSJ); 185 (DA MSJ). Now focusing on their
environmental claims, the Tribes challenged the
Corps’ decision to issue the easement on the basis of
its July 25, 2016, Environmental Assessment (EA)
and Mitigated Finding of No Significant Impact
(FONSI), asserting that the agency had violated
NEPA by failing to complete an Environmental Impact Statement (EIS). NEPA requires that federal
agencies evaluate the environmental effects of major
government actions, but it does not “mandate particular results.” Robertson v. Methow Valley Citizens
470a
Council, 490 U.S. 332, 350 (1989). Instead, the statute
“imposes only procedural requirements.” Dep’t of
Transp. v. Public Citizen, 541 U.S. 752, 756 (2004). If
a project will “significantly” affect the “quality of the
human environment,” NEPA requires that the agency
complete a detailed EIS. See 42 U.S.C. § 4332(C). To
determine whether or not there will be such significant effects, however, the agency first prepares a
shorter EA. This “concise public document” discusses
the need for the proposal, the alternatives, the environmental impacts of the proposed action, and the
agencies and persons consulted. See 40 C.F.R.
§ 1508.9(b). If the EA concludes that there will be no
significant environmental impact, the agency may
forgo completing a full EIS.
This was the route chosen by the Corps in this
case. See ECF Nos. 172-1, 172-2 (EA and FONSI).
The agency’s EA and FONSI explained that, given the
proposed mitigation measures and Defendants’ assessment of DAPL’s “anticipated environmental, economic, cultural . . . social[, and] cumulative effects,”
the pipeline’s crossing at Lake Oahe would not “significantly affect the quality of the human environment.” FONSI at 6. The Tribes argued in their briefing that “[t]he Corps’ conclusion that the Oahe crossing was not significant enough to warrant an EIS” was
“arbitrary, capricious, and contrary to law.” SRST
MSJ at 17.
C. Prior Opinion and Remand
On June 14, 2017, two weeks after DAPL became
fully operational, the Court granted in part and denied in part the parties’ motions and remanded certain issues to the Corps. See Standing Rock III, 2017
471a
WL 2573994, at *40. It rejected Plaintiffs’ motion
with respect to their claims under the Clean Water
Act and the Mineral Leasing Act, and it also upheld
the majority of the Corps’ determinations under
NEPA—including the agency’s “top-line conclusion”
that the risk of an oil spill was sufficiently low so as
to not require an EIS. Id. at *12, 16. It granted the
Tribes’ motion, however, with respect to three discrete
flaws in the Corps’ environmental analysis. The
Court held that the Corps had insufficiently addressed: (1) the degree to which the project’s effects
are likely to be highly controversial; (2) the consequences of a spill for the Tribes’ fishing and hunting
rights; and (3) the environmental-justice impacts of
the project. Id. at *1. Although the Court remanded
these issues to the Corps for further analysis, it did
not decide whether the easement should be vacated
pending such remand. Instead, it ordered the parties
to submit briefing on “whether remand with or without vacatur is appropriate in light of the deficiencies
herein identified and any disruptive consequences
that would result given the current stage of the pipeline’s operation.” Id. at *29.
This briefing is now complete, and the Court must
determine whether or not oil may continue to flow under Lake Oahe. Although the parties dispute what,
precisely, vacatur would entail, see ECF Nos. 277 (DA
Reply) at 1 n.1; 276 (Corps Reply) at 9; 280 (Tribes
Sur-reply) at 1, the prior Opinion clearly stated that
vacatur would require that DAPL “cease operations”
during remand. Standing Rock III, at *28. The Court
therefore assumes at this stage that such a remedy
would vacate the Corps’ prior EA and FONSI, as well
472a
as the easement it granted to Dakota Access in reliance on these determinations. Without this authorization, DAPL cannot lawfully continue to operate the
pipeline on federal land.
II. Legal Standard
Under the caselaw of this Circuit, “vacating a rule
or action promulgated in violation of NEPA is the
standard remedy.” Humane Soc. of U.S. v. Johanns,
520 F.Supp.2d 8, 37 (D.D.C. 2007) (citing Am. Bioscience, Inc. v. Thompson, 269 F.3d 1077, 1084 (D.C. Cir.
2001)); see Reed v. Salazar, 744 F.Supp.2d 98, 118-20
(D.D.C. 2010) (finding NEPA violation and ordering
vacatur); Sierra Club v. Van Antwerp, 719 F.Supp.2d
77, 78-80 (D.D.C. 2010) (finding NEPA violation and
ordering remand with partial vacatur); Greater Yellowstone Coal. v. Kempthorne, 577 F.Supp.2d 183,
204-05, 210 (D.D.C. 2008) (finding NEPA violation
and ordering vacatur). Yet, although vacatur is the
“presumptively appropriate remedy,” it is not the only
option. See Sierra Club, 719 F.Supp.2d at 78. Instead, as equity requires, the reviewing court has discretion leave the agency action in place. See, e.g., Advocates for Hwy. & Auto Safety v. Fed. Motor Carrier
Safety Admin., 429 F.3d 1136, 1151 (D.C. Cir. 2005)
(remanding without vacatur); Int’l Union, United
Mine Workers of Am. v. Fed. Mine Safety & Health
Admin., 920 F.2d 960, 966-67 (D.C. Cir. 1990) (same).
The test for whether or not a court should vacate
a deficient agency action during remand comes from
this Circuit’s decision in Allied-Signal v. U.S. Nuclear
Regulatory Commission, 988 F.2d 146, 150-51 (D.C.
Cir. 1993). As Allied-Signal explained, “[T]he decision
whether to vacate depends on the seriousness of the
473a
order’s deficiencies (and thus the extent of doubt
whether the agency chose correctly) and the disruptive consequences of an interim change that may itself
be changed.” Id. at 150-151 (internal citation omitted). Put otherwise, this Court must determine
whether there is “at least a serious possibility that the
[agency] will be able to substantiate its decision on remand,” and whether vacatur will lead to impermissibly disruptive consequences in the interim. See Nat’l
Parks Conservation Ass’n v. Jewell, 62 F.Supp.3d 7,
20 (D.D.C. 2014); Williston Basin Interstate Pipeline
Co. v. FERC, 519 F.3d 497, 504 (D.C. Cir. 2008) (declining to vacate when “significant possibility that the
[agency] may find an adequate explanation for its actions”). The question for the Court today is thus
whether this is the “type of case that merits departure
from the presumptive remedy of vacatur.” Pub. Employees for Envtl. Responsibility v. United States Fish
& Wildlife Serv., 189 F.Supp.3d 1, 2-3 (D.D.C. 2016),
appeal dismissed, No. 16-5224, 2016 WL 6915561
(D.C. Cir. Oct. 31, 2016). It therefore examines the
two prongs of Allied-Signal separately below, bearing
in mind that “[t]here is no rule requiring either the
proponent or opponent of vacatur to prevail on both
factors.” Shands Jacksonville Med. Ctr. v. Burwell,
139 F.Supp.3d 240, 270 (D.D.C. 2015).
III. Analysis
A. Seriousness of Deficiencies
The first prong of the Allied-Signal test requires
the Court to determine the “seriousness” of the deficiencies in the underlying agency action. Here, Defendants argue that the three inadequacies identified
474a
by the Court—namely, the Corps’ failure to adequately address the degree to which the project’s effects are likely to be highly controversial, the impacts
of a spill on fish or game, and the environmental-justice impacts of a spill—are not significant deficiencies
in the agency’s prior analysis. See ECF No. 258
(Corps Brief). Noting that the Court previously rejected the majority of Plaintiffs’ challenges, Defendants contend that there are “only a few remaining
tasks for the Corps to complete on remand” in order to
substantiate the prior EA. See ECF No. 260 (DA
Brief) at 19. Plaintiffs, unsurprisingly, cast the
Court’s Opinion in quite a different light. The Tribes
assert that the Court granted their motion for summary judgment on “three grounds that go to the heart
of this dispute, and that are fundamental to the Tribes
and their treaty rights.” ECF No. 272 (Tribes Brief)
at 1. These issues, the Tribes contend, cast “considerable doubt” upon the Corps’ decision to forgo a full
EIS. See Tribes’ Sur-reply at 10.
Under Allied-Signal, the severity of an agency’s
errors below turns on “the extent of doubt whether [it]
chose correctly.” 988 F.2d at 150-51. The Court therefore must assess the likelihood that, on remand, the
Corps will be able to justify its prior decision to issue
an EA and FONSI, rather than preparing a full EIS.
Such assessment looks at each issue in turn.
1. Highly Controversial
The prior Opinion found that the Corps had failed
to fully consider “the degree to which [DAPL’s] effects
on the quality of the human environment are likely to
be highly controversial.” Standing Rock III, 2017 WL
2573994, at *13 (citing 40 C.F.R. § 1508.27(b)(4)).
475a
This factor must be addressed in “cases where a substantial dispute exists as to the size, nature, or effect
of the major federal action rather than to the existence
of opposition to a use.” Town of Cave Creek, Arizona
v. FAA, 325 F.3d 320, 331 (D.C. Cir. 2003). Here, the
Court found that certain of the Tribes’ expert reports
submitted after July 24, 2016, created such a controversy and thus directed the Corps to address those
“scientific critiques.” Standing Rock III, 2017 WL
2573994, at *14. Plaintiffs contend that doing so on
remand will require Defendants to “explicitly . . .
find[ ] meritless each of the many technical criticisms
and supporting data” in the expert reports. See Tribes
Brief at 19. They therefore assert that the Court’s
holding reflects not an “easily explained oversight,”
but a “substantial legal flaw.” Id. at 20. Defendants
feel differently. The Corps argues that, as noted in
the prior Opinion, the record after remand may
demonstrate that Defendants “reasonably” determined that the Tribes’ reports had “material flaws.”
Corps Brief at 10; Standing Rock III, 2017 WL
2573994, at *14. The agency asserts, moreover, that
there is a serious possibility that the 36 conditions on
the existing easement already address any of the experts’ legitimate concerns. See Corps Brief at 10-11.
The Court recognizes that the “lack of a reasoned
explanation is a serious failing in an agency’s decision,
because it leaves the Court in doubt as to whether the
agency chose correctly in making its decision.” AARP
v. United States Equal Employment Opportunity
Comm’n, 2017 WL 3614430, at *16 (D.D.C. Aug. 22,
2017) (internal citation omitted). The question with
respect to vacatur, however, is the extent of that
doubt. See Allied-Signal, 988 F.2d at 150. In this
476a
case, the Court did not find that the expert reports
submitted after July 25, 2016, presented an insurmountable obstacle to justifying the Corps’ prior EA.
Rather, the Opinion stated that “[i]t may well be the
case that the Corps reasonably concluded that these
expert reports were flawed or unreliable and thus did
not actually create any substantial evidence of controversial effects.” Standing Rock III, 2017 WL 2573994,
at *14. What was missing, the Court found, was that
the Corps “never said as much.” Id.
Correcting this flaw does not require that Defendants begin anew, but only that they better articulate
their reasoning below. Courts have declined to grant
vacatur in similar circumstances, finding that agencies should instead be “afford[ed] a reasonable opportunity to . . . provide a reasoned explanation” of their
choices. See Am. Radio Relay League, Inc. v. FCC, 524
F.3d 227, 242 (D.C. Cir. 2008); Heartland Reg’l Med.
Ctr. v. Sebelius, 566 F.3d 193, 198 (D.C. Cir. 2009)
(“When an agency may be able readily to cure a defect
in its explanation of a decision, the first factor in Allied-Signal counsels remand without vacatur.”); Black
Oak Energy, LLC v. F.E.R.C., 725 F.3d 230, 244 (D.C.
Cir. 2013) (declining to vacate agency action when
“plausible that [agency] can redress its failure of explanation on remand while reaching the same result”); Williston Basin, 519 F.3d at 504 (declining to
vacate when “significant possibility that the [agency]
may find an adequate explanation for its actions”).
This Court agrees. Although the Corps must give
careful consideration to the expert critiques, it is well
positioned to provide such explanation on remand. Indeed, addressing the degree to which the project is
likely to be highly controversial fits squarely within
477a
the realm of those “factual disputes” committed to
agency expertise. See Wis. Valley Improvement Co. v.
FERC, 236 F.3d 738, 746 (D.C. Cir. 2001) (citation
omitted); FBME Bank Ltd. v. Lew, 209 F.Supp.3d 299,
342 (D.D.C. 2016) (finding that the “fair likelihood
that the agency will be able to make use of its expertise to justify its reliance on data and information”
counsels in favor of remand without vacatur). On remand, the Corps must exercise its judgment in analyzing Plaintiffs’ expert critiques. The Court finds a
serious possibility that, in doing so, it will be able to
substantiate the prior EA.
2. Fishing and Hunting
The second deficiency identified in the prior Opinion was the Corps’ neglecting to properly assess the
impact of an oil spill on fish and game—two resources
protected by the Tribes’ treaty rights. Standing Rock
III, 2017 WL 2573994, at *16-17. As with the first issue, Plaintiffs assert that remedying this error will
necessitate in-depth analysis through an EIS. See
Tribes Brief at 21. Defendants counter that, given the
minimal risk of an oil spill, there is a substantial possibility that DAPL will have “no significant impacts”
on the Tribes’ hunting and fishing rights. See Corps
Brief at 11. They therefore maintain that the Corps
will likely substantiate that DAPL’s effects on fishing
and hunting, if any, do not require an EIS.
On this issue, Defendants’ task on remand is a
narrow one. As the Court previously noted, the
agency did not “wholly ignore the consequences of a
possible oil spill” on the Tribes’ treaty rights. Standing Rock III, 2017 WL 2573994, at *16. The Corps’
analysis fell short, however, when it “stat[ed] simply
478a
that ‘[t]he primary issue related to impacts on the
aquatic environment from operation of [DAPL] would
be related to a release from the pipeline,’” without explaining “what those effects would be.” Id. at *17.
Likewise, although the agency addressed the effects of
pipeline construction on wildlife, it failed to consider
the consequences of a spill. Id. These two gaps in the
Corps’ analysis were improper under NEPA, but they
are far from incurable. Although the Tribes assert
that the record on remand will support the need for an
EIS because it “is replete with evidence of the significance of these rights to the Tribe[s],” Tribes Brief at
20, the Court already held that NEPA does not require
any such “existential-scope analysis.” Standing Rock
III, 2017 WL 2573994, at *15. While the Tribes now
reiterate that they place a “high importance . . . on
hunting and fishing,” Tribes Brief at 21, the Corps on
remand must take a “hard look” at the impact of
DAPL on only the resources themselves.
Here, the record shows that the agency is well situated to conduct such an inquiry. It has already gathered information regarding Lake Oahe’s fish and wildlife, and it has conducted a lengthy analysis of the possible toxicity arising from various spill scenarios. See
Standing Rock III, 2017 WL 2573994, at *17; ECF No.
172-1 at 58-59 (discussing wildlife near Lake Oahe);
104 (same); 101 (discussing exposure of Lake Oahe
fish to oil spill); 47-48 (same); 45-46 (discussing potential toxic effects of spill). On remand, the Corps must
simply connect the dots. This, then, is not a case in
which the agency “must redo its analysis from the
ground up.” North Carolina v. EPA, 531 F.3d 896, 929
(D.C. Cir. 2008). The agency already has the data it
needs to determine the impact of a spill on fish and
479a
game—indeed, it has already concluded that “under
no spill scenario would the acute toxicity threshold for
aquatic organisms be exceeded.” Standing Rock III,
2017 WL 2573994, at *17. The Corps, moreover, will
assess the significance of any consequences on fish
and game in light of its prior determination that the
risk of rupture under Lake Oahe is low. See New York
v. NRC, 681 F.3d 471, 478-79 (D.C. Cir. 2012) (holding
that agency “may find no significant impact if . . . the
combination of probability and harm is sufficiently
minimal”). The record suggests, therefore, that the
Corps “may be able readily to cure a defect in its explanation of [the prior] decision.” Heartland Reg’l
Med. Ctr. v. Sebelius, 566 F.3d 193, 198 (D.C. Cir.
2009). Although the agency may ultimately conclude
that this issue nonetheless requires a full EIS, the
Court finds that there is a strong likelihood that it will
instead substantiate its prior decision to issue an EA.
3. Environmental Justice
The last issue concerns the environmental-justice
impacts of the Lake Oahe crossing. The Tribes challenged the selection of that site over an alternative location upstream of Bismarck, North Dakota, arguing
that the Corps had failed to properly analyze whether
the current placement of the pipeline could disproportionately affect low-income, minority communities.
See ECF 117-19 (SRST MSJ). The Court agreed. It
held that the Corps’ “cursory” analysis did not “reasonably support the conclusion that the [Standing
Rock Sioux] Tribe will not be disproportionately affected by an oil spill in terms of adverse human health
or environmental effects.” Standing Rock III, 2017
WL 2573994, at *23. In particular, the Court cast
doubt upon the Corps’ decision to use census tracts
480a
upstream from the Lake Oahe site—when oil spills
flow downstream—and to consider the communities
within only a half-mile radius of the crossing, given
that the Standing Rock Reservation is located .55
miles downstream. Id. at *20-21. In light of these
flaws and the “minimal” discussion of environmental
justice in the EA, the Court concluded that the agency
“did not properly consider the environmental-justice
implications of the project.” Id. at *23.
Characterizing the Corps’ environmental-justice
assessment as “fatally flawed,” Tribes Brief at 22,
Plaintiffs contend that a valid analysis would “inevitably conclude” that the pipeline disproportionately
affects Native American and low-income populations,
and thus would “yield a different outcome on the core
question of whether an EIS is required.” Id. at 23.
Defendants, of course, disagree, rejoining that “given
the low risk of an oil spill, it is unlikely that . . . a different buffer and environmental justice analysis” will
yield a new result on remand. See Corps Brief at 10.
Although it is a closer call than the first two issues, the Court concludes that the flaws in the Corps’
environmental-justice analysis do not support vacatur. The agency’s action was not, in this case, so lacking as to cast serious doubt on its decision to issue an
EA. The prior Opinion explicitly stated that the Corps
“need not necessarily have addressed” each concern
raised by the Tribes, but only that it must “offer more
than a bare-bones conclusion that Standing Rock
would not be disproportionately harmed by a spill.”
Standing Rock III, 2017 WL 2573994, at *23; see Sierra Club v. FERC, 867 F.3d 1357, 1370 (D.C. Cir.
2017) (holding that the “goal of an environmental-justice analysis is satisfied if an agency recognizes and
481a
discusses a project’s impacts on predominantly-minority communities”); Latin Americans for Soc. & Econ.
Dev. v. Adm’r of Fed. Highway Admin., 756 F.3d 447,
477 (6th Cir. 2014) (noting that “[e]nvironmental impacts and environmental justice issues are a consideration in agency decision making, but are not controlling”). Although the Corps must provide a more robust analysis on remand, there is reason to think that,
in doing so, it has a substantial possibility of validating its prior conclusion.
Indeed, contrary to the Tribes’ statement that a
finding of a disproportionate impact would necessitate
an EIS, the relevant agency guidance expressly contemplates the use of an EA to address such concerns.
See ECF No. 117-19 (CEQ, Environmental Justice
Guidance Under the National Environmental Policy
Act, Dec. 10, 1997) at 15 (“Where a potential environmental justice issue has been identified by an agency,
the agency should state clearly in the EIS or EA
whether, in light of all the facts and circumstances, a
disproportionately high and adverse human health or
environmental impact on . . . Indian tribe[s] is likely
to result from the proposed action.”) (emphasis
added). As a result, even if Defendants did conclude
on remand that a crossing at the Lake Oahe site may
disproportionately affect minority or tribal populations, such an outcome would not compel the Corps to
alter its prior decision to issue an EA and FONSI.
Additionally, multiple aspects of the record suggest that the Corps is likely to justify issuing an EA,
rather than completing an EIS. First, as with the
hunting-and-fishing analysis, the minimal risk of an
oil spill under Lake Oahe reduces the likelihood that
482a
the project will have a significant impact on the surrounding communities. See Sierra Club, 867 F.3d at
1369 (upholding environmental-justice analysis when
agency concluded, in part, that “the project would not
have a ‘high and adverse’ impact on any population,
meaning, in the agency’s view, that it could not have
a ‘disproportionately high and adverse’ impact on any
population, marginalized or otherwise”); Allen v. Nat’l
Institutes of Health, 974 F.Supp.2d 18, 47 (D. Mass.
2013) (upholding environmental-justice analysis
when project was located in area with larger low-income and minority populations, but agency concluded
that “the likelihood of [adverse effects] is extremely
low”).
Second, the impact of any such spill, if it were to
occur, is in part mitigated by the relocation of the
Standing Rock water-intake structure. The new
structure is situated approximately 50 miles further
downstream from the Lake Oahe crossing than the old
site, and it is outside even the furthest radius suggested by Standing Rock as appropriate for evaluating
the environmental-justice impacts of the pipeline. See
Standing Rock III, 2017 WL 2573994, at *19; ECF No.
117-24 (Memorandum from David Cooper, Chief
Counsel, Corps, Oct. 20, 2016) at 19. Plaintiffs assert
that the old intake structure is still in operation, see
ECF No. 272-3 (Third Decl. of Dave Archambault, II),
¶ 10, but they cannot dispute that the new site will
mitigate at least some of their concerns regarding the
relative impact of a spill on the Tribes’ drinking water.
Finally, the Corps’ already-conducted assessment
of the alternative pipeline route through Bismarck increases the likelihood that the agency will find that
DAPL’s environmental-justice impacts do not require
483a
an EIS. Under NEPA, the consideration of such alternative routes is relevant to the Corps’ environmentaljustice review on remand, as the statute requires only
that the agency “grapple[ ] with the disparate impacts
of the various possible pipeline routes.” Sierra Club,
867 F.3d at 1369. As the CEQ guidance states, “The
identification of a disproportionately high and adverse
human health or environmental effect on a[n] . . . Indian tribe does not preclude a proposed agency action
from going forward, nor does it necessarily compel a
conclusion that a proposed action is environmentally
unsatisfactory.” CEQ at 10. “Rather, the identification of such an effect should,” inter alia, “heighten
agency attention to alternatives (including alternative sites).” Id.
As the prior Opinion discussed, the alternative
Bismarck crossing would pass much closer to a drinking-water intake than the Lake Oahe location does.
See Standing Rock III, 2017 WL 2573994, at *18-19;
ECF No. 209-16 at 5 (Memorandum from Tom Siguaw, Dakota Access, & Steve Rove, HDR Engineering,
Apr. 12, 2016). The two water intakes downstream
from the Bismarck site serve 84,504 people, while
those downstream from the Oahe intakes serve 8,037.
See Standing Rock III, 2017 WL 2573994, at *18-19.
Risks presented to this tenfold increase in population
must, of course, be considered when the Corps evaluates the environmental-justice impacts, if any, of the
Lake Oahe crossing. See Sierra Club, 867 F.3d at
1371 (noting that, in conducting its environmentaljustice analysis, agency “also considered four route alternatives . . . but rejected them all, mainly on the
ground that they would have had a greater overall im-
484a
pact on residences and populated areas”); Latin Americans for Soc. & Econ. Dev., 756 F.3d at 477 (finding
that agency took requisite hard look at environmental-justice issues when it considered alternatives to
avoid or minimize disproportionately high adverse impacts and “reasonably determined its priorities based
on all the comparative information available”). Under
NEPA, an agency is “not required to select the course
of action that best serves environmental justice, only
to take a ‘hard look’ at environmental justice issues.”
Sierra Club, 867 F.3d at 1368; see Latin Americans
for Soc. & Econ. Dev., 756 F.3d at 476 (“Just as the
[agency] is not required to select an alternative with
the least environmental impact under NEPA, the
[agency] is not required to select an alternative with
the least environmental justice impact.”). The Court
finds that there is a substantial possibility that the
Corps will meet this standard on remand and will substantiate its prior decision to proceed with the Lake
Oahe crossing without an EIS.
In reaching this decision, however, the Court does
not seek to minimize the importance of the Tribes’ environmental-justice concerns. The purpose of this
analysis under NEPA is to ensure that the government properly accounts for the “interrelated cultural,
social, occupational, historical, or economic factors
that may amplify the natural and physical environmental effects” of agency actions. See CEQ Guidance
at 9. There is no doubt that our nation’s history is
replete with examples of Native American tribes bearing the brunt of government action. See ECF No. 2701 (Brief of Amici Curiae Great Plains Tribal Chairmen’s Association, et al.) at 6-8. And Chairman
Archambault is eloquent on why the Tribes believe
485a
that this pipeline embodies another transgression.
See Archambault Decl., ¶¶ 12-20. Yet the Court’s role
here is not to determine the wisdom of agency action
or to opine on its substantive effects. See Robertson,
490 U.S. at 351 (holding that “NEPA merely prohibits
uninformed—rather than unwise—agency action”).
Instead, it must consider only the Corps’ likelihood on
remand of fulfilling NEPA’s procedural environmental-justice requirements and justifying its prior decision.
*
*
*
In cases in which the agency’s reasoning is “so
crippled as to be unlawful,” vacatur is generally the
appropriate remedy. See Radio-Television News Directors Ass’n v. FCC, 184 F.3d 872, 888 (D.C. Cir.
1999). If, however, the action is “potentially lawful
but insufficiently or inappropriately explained,” remand without vacatur may instead be imposed. Id.
As is evident from the discussion above, this case falls
within the latter category. Here, the Corps’ decision
to produce only an EA, rather than an EIS, is “potentially lawful.” The errors below were substantial, but
they do not present fundamental flaws in Defendants’
reasoning. Although Plaintiffs contend that the issues on remand go to the “heart” of their opposition to
this project, see Tribes Brief at 1, the question for vacatur is not the importance of the issue, but the extent
of the error. Here, the Court cannot say that the deficiencies in the prior EA and FONSI are “crippling”
flaws in the Corps’ analysis. The Court previously
found that the Corps “largely complied” with NEPA’s
requirements, and it granted remand on only a narrow subset of the Tribes’ NEPA claims. See Standing
486a
Rock III, 2017 WL 2573994, at *28. The lengthy procedural history of this case shows, moreover, that
there has been nothing hasty about the Corps’ decisionmaking thus far. There is no reason to think that
it will be any less thorough in analyzing the three deficiencies on remand. In light of the agency’s substantial compliance with NEPA, the Court finds that the
Corps has a significant likelihood of being able to substantiate its prior conclusions and determines that
the first prong of the Allied-Signal framework thus
counsels in favor of remand without vacatur.
B. Disruptive Consequences
The second consideration in determining whether
to remand without vacatur is “the disruptive consequences of an interim change that may itself be
changed.” Allied-Signal, 988 F.2d at 150-51; see Conservation Law Found. v. Pritzker, 37 F.Supp.3d 254,
271 (D.D.C. 2014). On this issue, the parties have
much to say about the disruption, or lack thereof, that
will result if the Court vacates the Corps’ prior decisions. As discussed below, the Court concludes that
this factor weighs only slightly in favor of remand
without vacatur.
1. Direct Disruption
Defendants and their amici spend much of their
briefing spelling out what they believe are potentially
dire economic consequences of vacatur. Dakota Access, for example, asserts that if the pipeline is
paused, North Dakota’s oil producers will face severe
costs and delays. See DA Brief at 14; ECF No. 279
(Amici Curiae Brief of American Fuel and Petrochemical Manufacturers) at 6 (stating that “direct financial
487a
impact” of taking DAPL out of service “would be staggering”). The company contends that other pipelines,
refineries, and downstream users of the oil currently
transported in DAPL would also “suffer greatly” and
would be forced into “emergency arrangements” to
compensate for the shutdown. See DA Brief at 14.
The impact of vacatur, Dakota Access posits, would
place in peril the jobs of all those currently involved
in DAPL’s operations and would prevent Dakota Access from being able to perform the contracts it has
entered into with producers. Id. at 18. Defendants
assert that such a halt in pipeline operations would
also deprive state and local governments of millions of
dollars in tax revenue and would undermine new industries that support DAPL operations. See Brief of
American Fuel Manufacturers, et al. at 8, 10. Finally,
Defendants argue that these effects would be passed
on to consumers, claiming that the disruptive market
effects of vacatur would have “significant ripple effects.” DA Brief at 15. In total, Dakota Access declares that issuing vacatur in this case would incur
costs of hundreds of millions of dollars. Id. at 18.
The Tribes contest both the accuracy and the relevance of Defendants’ economic concerns. As to the
former, Plaintiffs have submitted declarations asserting that “DAPL revenues” are likely “substantially
less than indicated” by Defendants and stating that a
DAPL shutdown “will not result in the severe disruptions claimed by the Corps and Dakota Access.” ECF
No. 272-5 (Declaration of Ian Goodman), ¶¶ 41, 43.
They therefore argue that the company’s claims “regarding loss of revenues and other potential impacts
of a DAPL shutdown should not be relied upon to determine the likely impacts” of vacatur. Id., ¶ 41. As
488a
to the latter, the Tribes question whether “financial
impacts” carry “much or even any weight” when evaluating the second Allied-Signal factor in NEPA cases.
See Tribes’ Brief at 25.
As an initial matter, the Court rejects Plaintiffs’
suggestion that it should wholly disregard the potential for financial disruption. Although this perspective has been suggested in at least one district court
decision, see Ctr. for Food Safety v. Vilsack, 734
F.Supp.2d 948, 953 (N.D. Cal. 2010), it is clear that
courts in this Circuit have repeatedly considered the
economic implications of vacatur—including in cases
addressing environmental harms. See Am. Water
Works Ass’n v. EPA, 40 F.3d 1266, 1273 (D.C. Cir.
1994) (declining to vacate rule addressing lead in
drinking water in part because “vacatur would be unnecessarily disruptive to the [affected] industries”);
Sierra Club v. U.S. Dep’t of Agric., Rural Utilities
Serv., 841 F.Supp.2d 349, 363 (D.D.C. 2012) (NEPA
decision considering potential “substantial financial
loss if the Court were to vacate” under second AlliedSignal prong); Friends of the Capital Crescent Trail v.
Fed. Transit Admin., 218 F.Supp.3d 53, 60 (D.D.C.
2016) (acknowledging that “delay in [agency] project
could impose significant financial costs”); see also California Communities Against Toxics v. U.S. EPA, 688
F.3d 989, 993-94 (9th Cir. 2012) (declining to vacate
in part because stopping construction of power plant
would be “economically disastrous”).
That the Court will consider Defendant’s allegations of financial harm does not, however, mean that
it will necessarily give determinative effect to such
claims. Defendants’ cri de coeur over lost profits and
industrial inconvenience is not fully convincing. Such
489a
is the nature of doing business, especially in an area
fraught with bureaucracy and litigation. Dakota Access began pumping oil into the pipeline with full
knowledge that Plaintiffs were contesting the easement allowing them to do so. By nonetheless proceeding with its venture, the company assumed some risk
of economic disruption. See ECF No. 259-2 (Declaration of David Murk), ¶ 8 (stating that impact of vacatur would not have been severe “had DAPL not begun
operations in June 2017”).
There is, moreover, some cause for skepticism regarding Dakota Access’s predictions of economic devastation. This is not the first time the company has
staked out this position—it previously claimed that
delays in the pipeline would have disastrous economic
effects. During the first preliminary-injunction briefing, the company warned that contracts for DAPL
could be canceled if it was not able to start delivering
oil by January 1, 2017. See ECF No. 22-1 (Declaration
of Joey Mahmoud, Aug. 18, 2016), ¶¶ 69-70. Yet the
pipeline did not come on line until June, and no apparent calamity ensued. See ECF 277-12 (Second
Declaration of Lee Hanse), ¶ 4 (stating that “no contracts have been renegotiated or terminated”). The
Court thus cannot conclude that, in the case of a halt
in DAPL operations, the company would have no alternative option.
The empirical basis for Defendants’ assertion that
vacatur would have catastrophic economic effects is,
additionally, sharply contested by the Tribes. See
Goodman Decl., ¶¶ 43-48, 75 (asserting that impacts
to energy systems and market due to vacatur would
likely be “small to very small”). Indeed, it is unclear
from the current record how much oil is even flowing
490a
through the pipeline at this time. Compare id., ¶¶ 1925 (stating that DAPL appears to be operating at partial capacity) with DA Brief at 13 (claiming that DAPL
carries equivalent of 500,000 barrels per day) with DA
Reply at 6 (citing figure of 300,000 barrels per day).
The parties ask the Court to wade into this war of the
crude-oil experts. Yet, because it declines to rely
heavily on economic impact as a justification for issuing vacatur, the Court need not resolve this factual
dispute. See Pub. Employees for Envtl. Responsibility, 189 F.Supp.3d at 3 (stating that “absent a strong
showing . . . that vacatur will unduly harm economic
interests . . . [,] the Court is reluctant to rely on economic disruption” in denying vacatur).
Beyond the data, there are broader concerns with
Defendants’ economic claims. Dakota Access and its
amici focus almost exclusively on the financial and industrial implications of a temporary DAPL shutdown.
In doing so, they address the “potentially disruptive
effects of vacatur as if they occur in a vacuum,” thus
giving short shrift to the “potentially disruptive effects that could flow from remand without vacatur.”
Friends of the Capital Crescent Trail v. Fed. Transit
Admin., 218 F.Supp.3d 53, 60 (D.D.C. 2016). Here,
there is no doubt that allowing oil to flow through the
pipeline during remand risks the potentially disruptive effect about which the Tribes are most concerned—a spill under Lake Oahe. The likelihood of
any such rupture may be low, but pausing the operation of the pipeline would mitigate even this small
risk. By emphasizing the financial impacts of vacatur,
Defendants ignore the “devastating” consequences
491a
that the Tribes allege could result from remand without such a remedy in place. See Archambault Decl.,
¶ 10-11.
This economic myopia ignores the fact that the
possible effects of an oil spill on the Tribes’ treaty
rights and communities were at the center of this
Court’s prior Opinion. See Standing Rock III, 2017
WL 2573994, at *10. Defendants unfairly downplay
these concerns. Indeed, the Corps alleges that “loss of
life is notably absent from Plaintiffs’ discussion of potential worse-case spills.” Corps Reply at 8. Yet one
need only refer to the Tribes’ declarations to see that
they do, in fact, assert that such drastic harms could
flow from a spill under Lake Oahe. See ECF Nos. 11716 (Declaration of Jeff Kelly), ¶¶ 5-9 (stating that
many Tribal members rely on hunting and fishing to
survive); 272-3, Exh. B (Letter from Dave Archambault to Acting Assistant Sec. Lamont and Colonel
Henderson) at 4 (discussing serious, life-threatening
health and safety consequences of potential oil spill);
131-4 (Declaration of Harold Frazier) (stating that
water shortage on reservation previously caused
“death of four children in a house fire” due to insufficient water supply for firefighting). Although the
Court acknowledges the potential for economic disruption, these interests do not inherently trump the
risk of environmental disruption if vacatur is withheld. See Pub. Employees for Envtl. Responsibility,
189 F.Supp.3d at 3 (stating that it is “not clear that
economic concerns are as relevant in an environmental case”) (emphasis added).
The Court notes, moreover, that denying vacatur
on the basis of alleged economic harm risks creating
undesirable incentives for future agency actions. If
492a
projections of financial distress are sufficient to prevent vacatur, the Court fears that agencies and third
parties may choose to devote as many resources as
early as possible to a challenged project—and then
claim disruption in light of such investments. Such a
strategy is contrary to the purpose of NEPA, which
seeks to ensure that the government “looks before it
leaps.” ECF No. 269-1 (Brief of Amici Curiae of Law
Professors and Practitioners) at 5. Finding that vacatur’s alleged financial harms are dispositive under the
second prong of Allied-Signal may encourage agencies
to instead act first and ask later. In sum, although
the Court concludes that there is likely to be some economic disruption from vacatur, this factor does not
weigh heavily in Defendants’ favor under the AlliedSignal test.
2. Alternative Transport
In addition to asserting that vacatur would have
devastating economic effects, Defendants also argue
that such a remedy would not, in fact, ameliorate
Plaintiffs’ concerns during the remand period. Dakota
Access contends that, if vacatur is granted, the oil currently flowing through the pipeline will be re-routed
onto trains. See DA Brief at 15-16. The company
states that this form of transport involves a greater
risk of accidents and thus argues that vacatur would
put the Tribes in more environmental peril than the
current status quo. Id. Plaintiffs dispute both the
facts and the premise of this position. The Tribes contend that there is little data supporting the proposition that train transport would be used in lieu of
DAPL. They point instead to expert reports stating
that, if DAPL were shut down, “much of” the crude
currently flowing under Lake Oahe would “shift back
493a
to . . . other pipelines, rather than to rail.” Goodman
Decl., ¶ 62. The Tribes also contest the relative safety
of the two modes of transport, referring to their expert’s conclusion that it is “incorrect to state that pipelines are ‘undeniably safer’ than rail,” and that pipelines such as DAPL are “capable of releasing substantially more oil than trains.” Id., ¶¶ 87-88. Examining
the respective routes and capacities of train lines and
DAPL, the report concludes that, for the Tribes,
“DAPL has [a] . . . much greater risk than does crude
by rail.” Id., ¶ 114. Finally, the Tribes contend that
Defendants miss the mark by relying upon the overall
risks presented by train transport versus pipelines.
Instead, Plaintiffs contend that the Court should concern itself solely with the risk to the Tribes from
DAPL and its current crossing at Lake Oahe. See
Tribes’ Sur-reply at 15.
In considering the transport question, both parties acknowledge that this Circuit has “previously remanded without vacatur . . . if vacating ‘would at least
temporarily defeat . . . the enhanced protection of the
environmental values covered by [the statute at issue].’” Ctr. for Biological Diversity v. Envtl. Prot.
Agency, 861 F.3d 174, 188 (D.C. Cir. 2017). In Davis
Cty. Solid Waste Mgmt. v. U.S. E.P.A., 108 F.3d 1454
(D.C. Cir. 1997), for instance, this Circuit found emissions guidelines to be legally inadequate, but declined
to vacate them during the remand process because
“greater pollution emissions would occur” without
leaving the guidelines in place. Id. at 1459-60. Similarly, in American Farm Bureau Federation v. EPA,
559 F.3d 512 (D.C. Cir. 2009), the court remanded but
did not vacate a deficient agency standard governing
494a
air pollutants, reasoning that “vacating a standard because it may be insufficiently protective would . . .
mak[e] the best an enemy of the good.” Id. at 528. Put
otherwise, this Circuit has recognized that, at times,
a flawed agency action is better than no action at all.
Yet this is not such a case. On this record, Defendants have failed to persuade the Court that
transport by train is significantly more dangerous
than allowing oil to continue to flow beneath Lake
Oahe. The record contains no concrete figures or substantiated studies regarding the risks presented by
rail transportation versus DAPL’s Lake Oahe crossing. Instead, the Court is left with vague projections
such as Defendants’ assertion that vacatur “could result in at least some portion” of the oil being moved
via train and their broad claim that rail transport
“poses a higher accident risk” than the use of pipelines. See Corps Brief at 13 (emphasis added). These
forecasts do little to assure the Court that vacatur
would in fact put the environment in any greater peril.
See Pub. Employees for Envtl. Responsibility, 189
F.Supp.3d at 3-4 (granting vacatur when agency’s
forecasted harms were imprecise or speculative).
Plaintiffs and one amicus for Defendants, moreover,
cast doubt on whether the oil currently flowing
through the pipeline would, in fact, be re-routed onto
rail. See Brief of Am. Fuel Manufacturers, et al. at 10;
Goodman Decl., ¶ 62 (stating that most oil would be
transferred to other pipelines). Given that it is not
“guaranteed that . . . producers or shippers would
choose in the near term to ship oil on transportation
modes other than DAPL,” Defendant’s argument is
speculative at best. See Brief of Am. Fuel Manufacturers, et al. at 10.
495a
What is clear is that accidents and spills, however
they may occur, have the potential to wreak havoc on
nearby communities and ecosystems. The effects that
concern the Court today are not general environmental ones throughout the Midwest, but those that may
result from this pipeline in this location at Lake Oahe.
Those are the impacts that the Court found were insufficiently addressed by the Corps, and those are the
impacts that Plaintiffs fear during the remand period.
For this reason, and because the Court does not find
that alternative modes of transport required by vacatur, if any, will necessarily increase the risk of an oil
spill, it rejects this argument against vacatur.
3. Other Considerations
The Corps also attempts to argue that vacatur
here would “have greater disruptive consequences
than in the typical NEPA case” because the pipeline
has already been completed. See Corps Brief at 12.
The agency contends that vacatur is the standard
remedy in NEPA cases only when it would affect the
“prospective application of rules or agency actions,”
rather than situations in which the challenged outcome has already gone into effect. Id. Plaintiffs counter that this distinction finds little footing in the facts
of the case. See Tribes Sur-reply at 5-6.
The Tribes have the better of this dispute. Although construction is complete and oil is flowing,
Plaintiffs are not asking for the pipeline itself, or for
any existing infrastructure, to be dismantled. Id. at
2. Instead, their concerns in this case, and the deficiencies identified in the prior Opinion, involve the
risks presented by the continued passage of oil under
the Lake. This is clearly an ongoing, and prospective,
496a
event. This is thus not a case in which “[t]he egg has
been scrambled and there is no apparent way to restore the status quo ante.” Sugar Cane Growers Coop.
v. Veneman, 289 F.3d 89, 97 (D.C. Cir. 2002) (remanding in lieu of vacating agency action where agency had
already administered program disbursing large quantities of sugar to farmers who had already plowed under their crops). The oil may currently be flowing, but
Defendants do not dispute that it could be stopped.
Although courts have declined to vacate improper
agency actions when doing so would be an “invitation
to chaos,” id. at 97, in this case vacatur would be, at
most, an invitation to substantial inconvenience.
Contracts may have to be renegotiated and alternative modes of transportation found, but there is no indication in the record that Defendants’ actions under
the improper EA cannot be undone.
Finally, the Corps’ assertions regarding the timing of the remand process are also relevant to analyzing the disruption in this case. The agency now states
that it anticipates completing its independent review
and analysis of the remand issues by April 2018,
which is several months after its initial estimate. See
ECF No. 281 (Notice of Revised Schedule); Corps Brief
at 1. This timeline aids both parties’ positions with
respect to the impact of vacatur. On one hand, the
multiple-month period of review increases the risk
that a spill will occur prior to the new analysis and
thus strengthens the Tribes’ assertion that such an incident could occur during the remand process. On the
other hand, this timing also supports Defendants’ position that vacatur would have severe disruptive effects. To vacate the easement during the remand process would stop oil from flowing under Lake Oahe for
497a
at least six months—an interruption that could cause
significant harms to numerous people and entities.
The remand period thus supports both sides’ arguments regarding the real-world impact of the Court’s
choice today, but does not dictate the outcome either
way.
*
*
*
The second prong of Allied-Signal, consequently,
does not counsel strongly in favor of remand without
vacatur. It is undeniable that stopping the flow of oil
beneath Lake Oahe will have some disruptive effect,
but all the considerations on this prong tip only narrowly in favor of Defendants. Because the Court has
concluded that the Corps’ errors are likely to be cured
under the first prong, it need not define the precise
scale of the potential disruption. This is because in
circumstances in which the first prong of Allied-Signal
supports remand without vacatur, the second prong
“is only barely relevant.” Fox Television Stations, Inc.
v. FCC, 280 F.3d 1027, 1049 (D.C. Cir. 2002), opinion
modified on reh’g, 293 F.3d 537 (D.C. Cir. 2002). In
those instances, “though the disruptive consequences
of vacatur might not be great, the probability that the
[agency] will be able to justify retaining [its prior decision] is sufficiently high that vacatur . . . is not appropriate.” Id. This is such a case. The Court therefore need not rely upon disruption in deciding that vacatur is not the appropriate outcome.
C. Other Relief
In their briefing the Tribes request that, if the
Court declines to vacate, it instead impose a series of
conditions on the continued operation of DAPL under
498a
Lake Oahe. Defendants, in their response, do not address the merits of these proposed remedies; rather,
they assert only that the Court lacks jurisdiction to
enter such an order. See Corps Brief at 4. This is not
so. A reviewing court may craft relief as equity requires. W. Oil & Gas Ass’n v. EPA, 633 F.2d 803, 813
(9th Cir. 1980) (“[A] reviewing court has discretion to
shape an equitable remedy.”); Montana Wilderness
Ass’n v. Fry, 408 F.Supp.2d 1032, 1034 (D. Mont.
2006) (“The district court’s equitable powers are
broad, and it is within the court’s authority to fashion
a remedy that fits the particular facts of the case before it.”); Sierra Forest Legacy v. Sherman, 951
F.Supp.2d 1100, 1106 (E.D. Cal. 2013) (“Vacatur is
clearly a form of equitable relief that the Court may
award, withhold, and craft to fit the circumstances of
the case before it.”) (emphasis added); Conservation
Cong. v. United States Forest Serv., 2017 U.S. Dist.
LEXIS 82440, at *9 (E.D. Cal. May 26, 2017) (finding
NEPA violation, declining to vacate agency decision,
but enjoining Defendants from “removing any trees
with 20 inches [diameter at breast height] or greater
in implementing the Project”).
Because Defendants should have an opportunity
to express their views on the substance of Plaintiffs’
requests, the Court will permit abbreviated further
briefing on this issue.
IV. Conclusion
In light of the “serious possibility” that the Corps
will be able to substantiate its prior conclusions, the
Court finds that vacatur is not the appropriate remedy in this case. That determination does not, how-
499a
ever, excuse Defendants from giving serious consideration to the errors identified in this Court’s prior
Opinion. Compliance with NEPA cannot be reduced
to a bureaucratic formality, and the Court expects the
Corps not to treat remand as an exercise in filling out
the proper paperwork post hoc. After the agency’s further work on remand, the parties may well disagree
over the sufficiency of its conclusion. If and when such
a dispute arises, they will again have the opportunity
to address whether Defendants have in fact fulfilled
their statutory obligations.
/s/ James E. Boasberg
JAMES E. BOASBERG
United States District Judge
Date: October 11, 2017
500a
____________________
APPENDIX E
____________________
DEPARTMENT OF THE ARMY
CORPS OF ENGINEERS, OMAHA DISTRICT
1616 CAPITOL AVENUE
OMAHA NE 68102-4901
REPLY TO
ATTENTION
CENWO-OC
31 August 2018
MEMORANDUM FOR RECORD
SUBJECT: Consideration of the Issues Remanded by
the U.S. District Court for the District of Columbia related to the Dakota Access Pipeline Crossing at Lake
Oahe, North Dakota
1. The purpose of this memorandum and enclosure is to respond to the issues remanded back to the
U.S. Army Corps of Engineers for additional analysis
by the U.S. District Court for the District of Columbia.
See Standing Rock Sioux Tribe v. U.S. Army Corps of
Eng’rs, No. 16-1534, Memorandum Opinion (D. D.C.
June 14, 2017)(ECF No. 239). On remand, the Corps
was directed to “consider the impacts of an oil spill on
fishing rights, hunting rights, or environmental justice, or the degree to which the pipeline’s effects are
likely to be highly controversial.” Memorandum Opinion at 2.
2. To address these three issues, the Corps
sought input from Energy Transfer Partners, the
Standing Rock Sioux Tribe, the Cheyenne River Sioux
501a
Tribe, the Oglala Sioux Tribe, and the Yankton Sioux
Tribe. In addition, the Corps conducted its own analysis of available information and considered materials
in the administrative record and has fully considered
the impacts of an oil spill on fishing rights, hunting
rights, or environmental justice, or the degree to
which the pipeline’s effects are likely to be highly controversial.” The Corps’ review on remand did not reveal “significant new circumstance[s] or information
relevant to environmental concerns.” 40 C.F.R. §
1502.9(c). Therefore, the Corps concludes that a formal reconsideration of the July 2016 Final Environmental Assessment and Finding of No Significant Impact or the preparation of supplemental National Environmental Policy Act documentation is not required.
With respect to each of the remand issues, the Corps
finds:
a. The Corps’ review on remand of the potential impacts of an oil spill to hunting and fishing resources did not reveal any significant impacts because
the risk of an incident is low and any impacts to hunting and fishing resource will be of limited scope and
duration.
b. With respect to Environmental Justice,
the Corps finds that granting Section 408 permission
and conveying a right-of-way to Energy Transfer Partners to construct and operate a portion of the DAPL
under federally-owned Corps-managed land does not
result in disproportionately high and adverse human
health or environmental effects on minority populations, including Tribes, and low-income populations.
Further NEPA analysis or any new mitigation beyond
the EA/FONSI and the February 8, 2017 Easement
conditions is not required.
502a
c. The Corps considered the comments and
concerns expressed by the Tribes regarding the data
and methodologies used by the Corps. While the
Tribes opposed the Corps’ authorizations for the pipeline’s Lake Oahe crossing, they did not provide information that demonstrated that a substantial dispute
exists as to the size, nature, or effect of the federal action. Accordingly, the Corps finds that the effects of
the federal action here are not “likely to be highly controversial.” 40 C.F.R. § 1508.27(b)(4).
3. The Corps has outlined the rationale supporting these findings in the enclosed document and in the
Administrative Record.
Encl
as
JOHN L. HUDSON, P.E.
Colonel, EN
Commanding
503a
____________________
APPENDIX F
____________________
Review and Analysis of Tribes’ Submissions
August 31, 2018
The Corps reviewed the Tribal documents expressing issues of concern. The Corps characterizes
the comments and presents the issues raised within
each of the documents as comment excerpts (hereafter
referred to as “comments”). The letter identifies the
document in accordance with the ID column in Table
III-1. The number following the letter is the comment
number. The number following the period is the page
number of the document. For example, A1.3 represents the first characterized comment from the EarthFax Letter, which can be found on page 3 of the EarthFax Letter. The Corps’ responses to comments with
similar subject matter were grouped together to reduce redundancy in the response process. For comments with similar subject matter, the Corps provided
a comprehensive response the first time the issue is
addressed and the related comments are identified in
association with the first Comment ID for that comment topic.
504a
505a
506a
507a
508a
Document A: Review of the Dakota Access
Pipeline Project
Letter to President John Yellow Bird Steele
and Members of the Tribal Council Oglala
Sioux Tribe, Richard White, PE; Earthfax
Engineering Group
A1.3 “[T]he EA should have considered spill volumes well in excess of 100 bbl as a reasonable incident
scenario rather than implying that a 4 bbl spill is the
norm.”
RESPONSE: EarthFax estimates the total volume of oil available for release in the event of a pipeline rupture at the 24” pipeline crossing of the Missouri River, and the 30” crossing of Lake Oahe. EarthFax desktop estimation methodology started by determining the volume of oil that would pass a given point
per unit of time based on the pipelines proposed
570,000 barrels/day (bbls/day) capacity. EarthFax
then used estimates for average releases in the United
States to assume a 3-minute response time to a release on the DAPL line. EarthFax then added to that
quantity the volume of oil contained in a 24” or 30”
diameter cylinder, respectively, that spans the length
of the water body from estimated valve to valve. The
second column of Table Al shows the EarthFax results
as compared to the results of the initial DAPL spill
modeling as reported in the May 2016 North Dakota
Lake Oahe Crossing Spill Model Discussion (“Lake
Oahe Crossing Report”).
510a
preparation of the Facility Response Plan (FRP). Accordingly, ETP performed modeling in order to develop the theoretical worst-case release volumes so
that the response equipment and response team can
be sized accordingly in compliance with 49 CFR §
194.105.
The predicted spills generated by the model take
a very conservative approach. Lake Oahe Crossing
Report at 13. Using this approach, the predicted
spills are larger and therefore overestimate the majority of spills seen in actual releases. This is due to
a number of factors such as:
Most releases are not caused by full ruptures
of the pipeline.
Due to anti-siphoning effects, a full gravity
drain-down rarely occurs
The spill model assumes the pipeline is lying
directly on top of the ground. In reality, the
compacted back-fill over a buried pipeline restricts the volume that could be released during a spill and restricts the affected area.
At water crossings, the spill model assumes
that the pipeline is lying directly on top of
the water. Because of the Horizontal Directionally Drilled (HDD) crossing of the waterway, the overburden over the installed pipeline at least 92 feet below the lake restricts
the spill volume that could be released and
restricts the affected area.
To summarize, the Corps considered spill volumes
well in excess of 100 bbls in the EA, consistent with
EarthFax’s suggestion. ETP calculated a worst-case
scenario specific to Lake Oahe following guidance in
49 CFR § 194.105. Final EA at 91. ETP estimated
511a
potential release volumes that are
% larger for the
Lake Oahe crossing than the 4,620 bbls for a 30” pipe
with a 3-minute response time that Earthfax indicated was realistic. Spill Model Report at iii.
Furthermore, some commenters asserted that a
lack of specific information in publicly available documents about the calculation of the worst-case release
values means that the estimates of potential spill volumes used for spill planning were unrealistically low.
The calculation of the worst-case release values have
been available to the Tribes and their experts as part
of the administrative record in the district court proceeding. USACE DAPL72253.
As detailed above, the Corps considered the appropriate diameter of the pipeline in accordance with
EarthFax’s comment. Therefore, this comment does
not show that substantial dispute exists as to the size,
nature, or effect of the major federal action because
the comment does not show flaws in the methods or
data the Corps actually relied on here.
See also A6, B8, B9, E13, F3, F4, F18, G4, G10,
J18, Li, L7, L9, L13, L23, L26, L46, L30, L42, L61
A2. 4 “[T]he effects of dilution in the water were
based on average annual discharge rates of the Missouri River at nearby gaging stations rather than relying on conservatively lower discharge rates. At a minimum, the lowest mean daily discharge rates for the
periods of record at the nearby gaging stations should
have been used in the analysis . . . . Using these more
conservative discharge rates, the estimated benzene
concentrations provided in Table 3-7 of the EA would
have been substantially higher at each crossing than
512a
indicated (up to approximately twice as high as presented for the Missouri River crossing).”
RESPONSE: EarthFax asserts that using more conservative river-flow rates would result in substantially
higher estimated benzene concentrations at each crossing. But EarthFax did not provide any scientific evidence or studies specific to discharge rates and benzene
concentrations that would cause the Corps to doubt its
previous methodologies and data supporting the Corps’
reliance on ETP’s low-flow discharge rates instead of the
lowest mean daily discharge rate for the periods of record. Therefore, this comment does not show that a substantial dispute exists as to the size, nature, or effect of
the major Federal action.
For further explanation, the lowest mean daily discharge rates for the period of record is the discharge rate
for the one where the average flow rate was the lowest
among all days considered. Even if the Corps used the
lowest mean daily discharge rates in the calculations,
the individual cells with exceedances for the individual
categories within Table 3-7 of the EA would not have
changed. Therefore, the use of lowest mean daily discharge rates would have no material impact on the assessment based on Table 3-7. Low flow rates are the appropriate unit of measurement instead of the lowest
mean daily discharge rates for the period of record because the lowest mean daily discharge rates for the period of record is an absolute lowest value and may be an
extreme outlier and not genuinely representative of conditions.
ETP performed additional spill modeling that includes low flow rates for Lake Oahe. In the Spill Model
Report, the low flow condition was defined as being the
5 percentile daily flow rate for the 50-year period of recffi
513a
ord. Spill Model Report at 69. This provided for a statistical low flow over a wide range of flow rates without
potentially introducing extreme outliers. The results
are presented in the Spill Model Report. Spill Model Report at70-73.
See also A6, B8, B9, E13, Kl, L26, L61
A3.5 “[T]he EA should have acknowledged that focusing on benzene would not necessarily provide the
most conservative impact scenario. Quantitative assessments of individual crude-oil constituents should have
also been performed to ensure that benzene was the appropriate compound on which to focus.”
RESPONSE- The EA evaluated benzene as the appropriate water quality constituent because “based on
the combination of toxicity, solubility, and bioavailability, benzene is commonly considered to pose the greatest
toxicity threat from crude oil spills.” Final EA at 46. According to ETP, although hydrocarbon components of
crude oil have relatively limited solubility in water, the
more water-soluble hydrocarbon components of crude oil
are the BTEX compounds (benzene, toluene, ethylbenzene, and xylenes). Spill Model Report at 43. A study
that compared the calculated dissolved-phase concentrations of 69 crude oils found that benzene was the only
aromatic or PAH compound tested that is capable of exceeding groundwater protection values for drinking water (O’Reilly et al. 2001). It also has the lowest concentration criteria of the four BTEX class categories in the
North Dakota Administrative Code. N.D. Admin. Code §
33-1602.1
The Corps recognizes that benzene is volatile and
that other hydrocarbon components are present and responsible for impacts beyond benzene. To further address this comment, ETP performed additional spill
514a
modeling using a pseudo component approach. Spill
Model Report at 25. Under the pseudo component approach, the bulk hydrocarbon was broken into several
groups and effects were determined based upon the
chemical composition of the Bakken crude in its entirety.
Spill Model Report at 76-79. The companion Downstream Receptor Report discusses the results relative to
the drinking water standards. Downstream Receptor
Report at 80-91.
EarthFax generally commented that a quantitative assessment of individual crude-oil constituents
was appropriate but did not identify a particular assessment or the particular factors, criteria, or technique to perform the quantitative assessment. Earthfax did not provide any scientific evidence or even studies specific to Lake Oahe that would cause the Corps to
doubt its previous methodologies and data supporting
the Corps’ conclusion to rely on benzene as the appropriate compound. Therefore, this comment does not
show that substantial dispute exists as to the size, nature, or effect of the major federal action.
See also A6, D10, Kl, L61
A4.5-6 “[T]he spill impact assessment was based on
comparisons with two concentration limits for benzene:
A drinking water maximum contaminant level of
0.005 mg/L and
An aquatic organism acute toxicity level of 7.4
mg/L
Neither of these is the appropriate point of comparison for benzene for this project. Regulations contained in Section 33-16-02.1 of the North Dakota Administrative Code establish a benzene limit of 2.2 ug/L
(0.0022 mg/L) for Class I waters . . . . The EA states
515a
that the value of 7.4 mg/L used for ecological impacts
was the ‘lowest acute toxicity threshold for aquatic organisms’ listed in EPA’s ECOTOX database . . . . An
LC50 value is not usually the appropriate standard
against which comparisons should be made when
evaluating ecological impacts. The standard approach
for an ecological risk assessment is to use a concentration known as the No Observed Adverse Effect Level
(“NOAEL”) . . . Based on the above summary, it is
clear that the reference values used in the EA are inappropriate. Assuming that benzene is the appropriate contaminant of concern, more appropriate comparative limits are:
Drinking water: 2.2 ug/L (based on the North Dakota surface water statute)
Aquatic organisms: 46 ug/L (based on the Los
Alamos NOAEL, the Savanah River screening
value, and the NOAA chronic concentration) . . . .
the comparative concentrations provided above do
not account for the effects of water temperature
on ecological risk . . . . spills during winter
months may reduce the concentration at which
impacts occur to aquatic organisms.
Since drinking water intakes occur downstream
from the Missouri River and Oahe Reservoir crossings, the critical standard against which potential impacts should be compared is the lower of the above
concentrations (i.e., 2.2 ug/L). Assuming that the
results presented in Table 3-7 of the EA are correct,
this concentration would result from a crude oil spill
of approximately 12 to 13 bbl.”
RESPONSE: The North Dakota Administrative
Code, defines the “chronic standard” to mean the
516a
“four-day average concentration does not exceed the
listed concentration more than once every three
years.” N.D. Admin Code § 33-16-02.1-04. ETP determined the 5.0 ug/L level is the appropriate unit of
measurement for the worst-cases spill analysis.
Chronic toxicity levels are inappropriate for comparison to concentrations based on an accidental onetime release of a worst-case discharge. Rather, the
chronic toxicity levels are more appropriate units of
measurement for longer term exposures. Under
chronic concentration conditions, fish may suffer
growth, reproductive, or other long-term consequences. Even if the 2.2 ug/L surface water criteria
was utilized in the EA, the results of an analysis utilizing the 2.2 ug/L level versus the 5.0 ug/L level the
conclusion would not be different since a 100 bbl spill
event would result in an exceedance of either standard. The Spill Model Report shows that a one-time
event might lead to concentrations exceeding chronic
limits in the water column for a period or hours, or
at most days, at one location along the river but
these concentrations would not persistently exceed
the four-day average concentration more than once
every three years.
ETP performed computational modeling under
various scenarios (including winter low flow conditions) to evaluate the potential fate and transport
of a release of crude oil into Lake Oahe. The Spill
Model Report does not predict exceedances of
drinking water standards for the location and
depth of the former Fort Yates intake. Spill Model
Report at 172-177; see also Tom Thompson, US Bureau of Reclamation email to Larry Janis, USACE
Omaha District (December 12, 2017)(stating that
517a
the Fort Yates intake is now off-line and scheduled
for demolition). By the time the oil reached the location of the former Fort Yates drinking water intake (26.8 miles downstream of the crossing and
taken off-line), the maximum concentration of dissolved hydrocarbons is predicted to be 145 ug/L in
the top 5 meters of the water column. The maximum concentration of dissolved hydrocarbons is
predicted to be 74 ug/L at 5-10 meters of depth below the surface. The maximum concentration of
dissolved hydrocarbons is predicted to be 0 ug/L below 10 meters to the bottom of the river. The former Fort Yates drinking water intake was at a
depth below 10 meters.
The Spill Model Report predicts further reduced
concentrations in the upper layers at the SRST Replacement Intake, located 75.41 miles downstream
of the Lake Oahe crossing. Downstream Receptor
Report at 87; Spill Model Report at 175. Reduced
concentrations may result due to dilution, volatilization from the dissolved phase to the atmosphere, adsorption to suspended particulate material and sedimentation, stranding on the shoreline or aquatic
plants, or degradation. Spill Model Report at 175.
The depth of the SRST Replacement Intake is 60-80
feet below the surface (19.1 to 25.5 meters) depending on water surface elevation; therefore, the concentration of dissolved hydrocarbons is also predicted to be 0 ug/L at the Tribal drinking water intake. Spill Model Report at 175. The Spill Model
Report does not predict affects from the modeled hypothetical releases to the replacement water intakes
for the SRST, or the water intakes for the CRST (ap-
518a
proximately 156 miles downstream of the DAPL crossing), or OST (approximately 206 miles downstream of
the DAPL crossing).
The minimum water depth recorded for Lake
Oahe for the entire period of record was 1570.2 feet
M.S.L. The discharge pipes for the dam are at an elevation of 1425 feet M.S.L -- 46 meters (142.5 feet) below the lowest ever water depth. Thus, any released
hydrocarbons that reach the dam would need to mix
within the water column to at least that depth. The
Spill Model Report predicts near zero values of hydrocarbons at depths greater than 10 meters.
The modeling shows that concentrations of total
and dissolved hydrocarbons would typically be present for less than four days in any particular location with peak concentrations present for only one
to two days. Benzene would likely volatize and not
be present in elevated concentrations downstream.
Spill Model Report at 76-79. To reach the 5 lig/L
drinking water standard for benzene would require
a dissolved hydrocarbon concentration of 22.5 pg/L.
This is a conservative assumption, as benzene is
more soluble and volatile than the aromatic group
as a whole.
Because of this, benzene would dissolve and
evaporate more quickly than other compounds in
the oil. By using the more persistent dissolved hydrocarbon compounds that are less soluble and volatile than benzene, this estimation of benzene from
dissolved hydrocarbon compounds would tend to
conservatively over-estimate the potential presence
of benzene. Spill Model Report at 76-79.
519a
The Corps considered EarthFax’s recommendation to rely on a different concentration limit for benzene and determined, based on the above, it is not a
more reliable concentration limit than the concentration limit relied on by ETP. Therefore, this comment
does not show that substantial dispute exists as to the
size, nature, or effect of the major federal action because the comment does not show flaws in the methods or data the Corps actually relied on here.
See also A6, D13, G15, G16, J3, J6, J7, J12, L46
A5.7 “Section 3.2.2.2 of the EA minimizes the potential impacts of a spill by indicating that ‘the most
probable spill volume (4 barrels or less) does not
yield benzene concentrations that exceed the drinking water criteria even with the ultra-conservative
mixing assumptions.’ Even though this statement is
correct, the calculated benzene concentrations provided in Table 3-7 of the EA for spills with a magnitude of 100 bbl and larger are substantially higher
than the drinking water maximum contaminant
level for benzene. This obvious conclusion is ignored
in the EA narrative.”
RESPONSE - Drinking water intakes could be
at risk if there was a release that reached the vicinity of the intake structures. Final EA at 38, and 42.
ETP completed additional spill modeling and the
analysis does not predict drinking water exceedances. Spill Model Report at 172-177. The concentrations shown in Table 3-7 of the EA are based on
a one hour event releasing 4, 100, 1000, and 10,000
bbls. The spill and mixing events outlined by the
assumptions are beyond physical actualities, making this a conservative model scenario. Final EA at
520a
46-47. The EA assumed a 1-hour release period for
the entire spill volume and applied the following additional conservative assumptions were developed to
estimate potential spill effects for planning purposes:
The entire volume of a crude oil spill was released
due to a catastrophic failure of the pipeline and
reached the water body;
Complete, instantaneous mixing occurred;
The entire benzene content of the crude oil was
solubilized into the water column; and
The receptor is located at the immediate site of
the crude oil spill and there is no loss due to evaporation or degradation. Final EA at 46.
Furthermore, the theoretical one-time release of
100 bbl would lead to only a single exceedance at the
location of the discharge. Because it would be a single
event and of short duration, based on the analysis performed, ETP stated that the one-time release would
not be classified as “an impairment” to the surface water beneficial use for drinking water at the location of
the release. Per the North Dakota Administrative
Code, “a water body does not meet its water quality
standard if the numeric targets for the acute or
chronic water quality criteria are exceeded more than
once every three years.” N.D. Admin. Code § 33-1602.1. In order for a surface water beneficial use to be
considered impaired, the criteria would need to be exceeded more than once in a 3-year period.
The Spill Model Report predicts downstream
drinking water intakes would not likely be affected by
the modeled releases. This is because the maximum
predicted concentrations of hydrocarbons in the water
521a
column were in the surface 0-5 meters (0 to 16.4 ft)
with decreasing concentrations within the water column as depth increases until near zero values were
predicted at depths greater than 10 m (32.8 ft). Spill
Model Report at 172-177.
See also A6, D13, J2
A6.7 “[T]he conservative assessment indicated
that unacceptable impacts could occur under reasonable impact scenarios . . . . a more detailed evaluation
should have been conducted and/or detailed plans
should have been presented to provide a greater assurance that impacts would be mitigated. Neither the
more detailed evaluation nor the detailed mitigation
plans was provided in the EA.”
RESPONSE: Earthfax did not specifically identify an alternative evaluation or plans that were more
appropriate for the evaluation. Nor did EarthFax submit its preferred detailed evaluation and detailed
plans for the Corps to consider and compare against
the evaluation and plans prepared by ETP. EarthFax
generally commented that a more detailed evaluation
should have been conducted and/or detailed plans
should have been presented but does not identify a
particular evaluation or the particular factors, criteria, or technique to perform the quantitative evaluation. Therefore, this comment does not show that a
substantial dispute exists as to the size, nature, or effect of the major Federal action because a general
statement that the EA should have presented a more
detailed evaluation and detailed mitigation plans does
not show flaws in the methods or data the Corps relied
on.
522a
While the potential risk for a worst-case release is
low such a spill would result in high consequences. Final EA at 91.
The EA describes the design and operation
measures ETP will implement to protect downstream intake users. Final EA at 42; 88-94. ETP’s
Spill Prevention Control and Countermeasure Plan
(SPCC Plan) describes cleanup procedures and remediation activities during construction. Final EA,
Appendix A. ETP prepared a FRP that complies
with the applicable requirements of the Oil Pollution Act of 1990 (OPA), and has been prepared in
accordance with the National Oil and Hazardous
Substances Pollution Contingency Plan (NCP) and
the Mid-Missouri Sub-Area Contingency Plan
(SACP). Final EA, Appendix L.
Following PHMSA modeling guidance, ETP prepared a spill model specific to the Lake Oahe crossing.
ETP used the hypothetical worst-case scenario volume to design a location-specific Geographic Response
Plan (GRP) for the crossing. ETP’s GRP describes
cleanup procedures and remediation activities during
operations. ETP provided the GRP to the Corps,
SRST, and CRST for review. ETP incorporated comments from the Corps, SRST, and CRST into revised
versions of the GRP.
Furthermore, Corps easement conditions 8, 9, and
10 require ETP to coordinate its emergency response
planning documents with the Corps.
See also All, A23, B9, C4, C10, C31, 134
A7.7-8 “The EA further states that ‘pockets of oil
naturally contained by the ice can be drilled to and
523a
removed using vacuum trucks.’ This is an oversimplification of oil recovery operations beneath ice . . . a
winter spill likely represents the worst-case scenario .
. . . the EA should have presented a more serious,
quantitative evaluation of the winter spill scenario to
ensure that the adverse impacts of a spill under on
those conditions were properly evaluated.”
RESPONSE: The Corps agrees with EarthFax
that the recovery of oil under ice is difficult. The
Corps considered spill response during sub-freezing
temperatures and icy conditions in the EA. Final EA
at 39. The Corps also considered impacts to groundwater during sub-freezing temperatures and icy conditions. Final EA at 47-48. To further address this
concern, the Corps mandated full-scale winter/ice exercises at Lake Sakakwea and Lake Oahe as a condition to the easement. See Easement Condition 34.
ETP tentatively scheduled winter exercises at Lake
Oahe for February of 2019. Further, the Spill Model
Report includes an assessment of the winter spill scenario of oil movement under the ice at Lake Oahe.
Spill Model Report at 102-133.
EarthFax did not specifically identify an alternative methodology that was more appropriate for the
evaluation. EarthFax generally commented that a
more serious, quantitative evaluation was appropriate but fails to identify a particular evaluation or the
factors, criteria, or technique to perform the quantitative evaluation. EarthFax did not provide the results from its preferred quantitative evaluation to
the Corps to consider and compare against ETP’s
winter spill scenarios. As a result, this comment
does not show that a substantial dispute exists as to
the size, nature, or effect of the major Federal action
524a
because a general statement that the EA should
have presented a more serious, quantitative evaluation of the winter spill scenario does not show flaws in
the methods or data the Corps relied on.
See also A8
A8.7 “Section 3.2.1.2 acknowledges that subfreezing temperatures during winter months will affect
emergency response conditions during cleanup of a
spill . . . . workers require more breaks and move
slower due to the bundling of clothing that is protective of both cold temperatures and pollutants, daylight hours are shorter, slip-trip-fall risk increases
significantly, etc. The EA should have quantified the
effect of these factors on response time and the subsequent impacts to human health and the environment.”
RESPONSE: The Spill Model Report predicts
that ice cover retards the movement of oil downstream
by trapping the hydrocarbons in the vicinity of the release location. Spill Model Report at 102-133. ETP
anticipates that the difficult winter conditions will be
counterbalanced by the slower movement of the oil beneath the ice.
A9.9 “The EA minimizes the risk of system integrity threats by stating that procedures will be implemented to minimize those threats . . . . a quantitative
analysis of the risk associated with failure of system
components should have been provided in the EA.”
RESPONSE: ETP asserts that quantitative risk
assessments are not required by regulation, nor industry standard for the design of crude oil pipelines
525a
within the United States. ETP explained that prescriptive measures are nonetheless required that
serve the purpose of providing independent protection
layers for the applicable threats.
Specifically, during the design process, ETP evaluated the potential for incorrect operation and/or
equipment failure at the terminals, pump stations,
mainline valves, and pig launcher/receivers. The control design is established to safeguard against incorrect operation using alarms and shutdowns to operate
the pipeline within the guidelines of 49 CFR § 195.
The Corps considered numerous measures ETP would
implement to minimize the risk of a pipeline leak and
protect the users of downstream intakes. Final EA at
91-94. The design reports and risk planning documents associated with construction and operation of
DAPL are described below.
The risk evaluation process for Lake Oahe involved the following:
Risk Analysis: Based on the Sunoco Logistics
Risk Algorithm Document (January 27, 2015),
ETP generated qualitative risk results for the
pre-operational Lake Oahe segment to evaluate
the relative risk. ETP presented the results in
a risk matrix and provided recommendations
for potential risk reduction measures. Final
Report, R-ETP-20160510: Dakota Access Pipeline Project Lake Oahe HDD Crossing Risk
Analysis (“HDD Crossing Risk Analysis”) (May
10, 2016).
Integrity Management Plan: ETP provided the
SXL - Pipeline Integrity Management Plan,
526a
ENGR-PR-0015 (“Pipeline Integrity Management Plan”) (June 2015), and the SXL Risk Algorithm Document (January 27, 2015) to the
Corps on May 9, 2016. The latter describes the
methods and results of the Risk Assessment.
ETP used this same algorithm was used in the
SXL - Integrity Management Plan.
Threat and Consequence Assessment: ETP
hosted a threat and consequence assessment
workshop with subject matter experts to gain
an understanding of the applicable threats to
the integrity of the pipeline and consequences of
a release at the Lake Oahe and Missouri River
Crossing sections. The threat assessment approach was based on the American Society of
Mechanical Engineers (ASME) standard ASME
B31.8S, Managing S:vstein Integrity of Gas
Pipelines. ETP employed this standard due to
the comprehensive list of threats prescribed in
Appendix A of that standard that are applicable
to both liquid and gas pipelines. ETP’s analysis
of the hypothetical worst-case spill data indicated that the risk for the Lake Oahe crossing
is not considered to be high; the risk ranking is
between 2 and 3 (out of a possible 10, with 10
being the worst). Upon evaluation of the threat
and consequence potentials, ETP identified the
primary risk-drivers and a provided the Corps
with a summary of recommended mitigation
measures to minimin the risk associated with
the pipeline operation at the two Horizontal Directional Drill (HDD) locations. Dakota Access
Pipeline Project Threat Assessment Report:
Missouri River and Lake Oahe HDD River
528a
August 31 Memorandum for the Record and Table B14 in that
Memorandum to illustrate the PHMSA data present in the two reports. Figure III-1 is identical to
Figure 6 of the PHMSA reports and Table 111-4 is
identical to Table 7 of those reports.
Figure III-1 Historic Incident Cause, Onshore
Crude Oil Mainland Pipe, Diameters 16-Inch and
Larger
Keystone XL pipeline project
Representation of Figure 6 from PHMSA Hazardous Liquid Pipeline Incident Data 2002-July 2012, and PHMSA Liquid Annual
Pipeline Data 2011.
529a
Table 111-4 Historic Incident Summary, Onshore
Crude Oil Pipeline System, Tanks
Item
January 2002. — July 2012
Total Incidents
Pipeline Mileage
Incident Rate per Mile Year
Equipment exposure
Incident Rate per equipmentyear
Maximum Incident Volume
Reported
Median Incident Volume Reported
Average Incident Volume Reported
0-50 barrels
Value
10.58
93
537,29
5
0.0001
7
18,937
0.0049
49,000
Unit
Years of data
Reported incidents
Mile-Years
Reported incident
per mile-year
Tank-years
Incident per tankyear
Barrels
38
Barrels
1,720
Barrels
51%
Percentage of incidents
Percentage of incidents
Percentage of incidents
50-1000 barrels
30%
100-20,000 barrels
17%
Source: PHMSA Hazarduous Liquid Pipeline Incident Data
2002-July 2012, and PHMSA Liquid Annual Pipeline Data 20042011
By omitting PHMSA’s Table 7 (“Historic Incident
Summary, Onshore Crude Oil Pipeline System,
Tanks”), ETP claims that EarthFax left out important
context relevant to the frequency of occurrence.
EarthFax acknowledges the 71 incidents cover 10
years of record (or 7.1 incidents per year). Based on
PHMSA’s Table 7, the 71 incidents is a subset of the
93 total incidents reported for 537,295 miles of onshore pipeline. This calculates to an incident rate of
0.00017 per mile-year as referenced in the table. This
530a
equates to the equivalent of one incident every 5,882
years for any 1-mile segment. Therefore, while it is
true that Third Party Damage, Internal Corrosion,
External Corrosion, and Manufacturing defects represented substantial percentages of the universe of reported incidents, because that universe is itself so
small ETP disagrees with EarthFax’s conclusion that
these percentages require rating the level of risk as
something other than low.
In addition, the PHMSA annual report for hazardous liquids dataset (PHMSA, 2017) establishes
that the majority of actual pipeline spills are relatively small in volume. Fifty percent of the spills consist of 4 bbls or less. In 84 percent of them, the spill
volume was 100 bbls or less. In 95 percent of them,
spill volumes were less than 1,000 bbls. Oil spills of
10,000 bbls or more occurred in only 0.5 percent of
cases. These data demonstrate that most pipeline
spills are small and that releases of 10,000 bbls or
more are extremely uncommon.
Furthermore, ETP notes that the calculated incident frequency referenced above includes releases
from older pipelines, regardless of the standards in
place at the time of construction. As indicated by Mr.
Nezafati, “aging pipeline, much of it built of wrought
iron and bare steel, is especially vulnerable to the elements. About 45 percent of all crude oil pipeline in
the United States—more than 30,000 miles—was installed before 1970. About 7,000 miles are made of
pipe that was laid before World War II.” Nezafati Report at 5.
531a
ETP reports that PHMSA is actively working with
pipeline operators to decrease the risk of releases. According to ETP, new pipelines benefit from improvements in design, construction, operation, and inspection. ETP anticipates that the actual number of incidents per mile for new pipelines constructed in accordance with current PHMSA standards would be substantially lower than predicted values based on an
analysis that includes older pipelines.
Pipelines installed via HDD—the installation
method used at the Lake Oahe crossing—appear to
experience lower risk of release. Based upon a review
of the PHMSA Reportable Incident Data for Hazardous Liquid and Gas Transmission Pipelines (2010Present), the likelihood of a failure at an HDD crossing is extremely low. Of the 3,368 reportable incidents
that occurred over the past 8.5 years, only three were
reported as involving an HDD crossing (0.09%). One
was due to internal corrosion of a natural gas pipeline
installed in 1957. One was due to an exposed natural
gas pipeline. One resulted in a 1.7 bbl release with
subsequent 0.9 bbl recovery.
In conclusion, EarthFax generally commented
that a quantitative analysis of the risk associated
with failure of system components was appropriate.
While the Corps agrees that operational failure prevention is an important component in the design of
a modern pipeline, ETP demonstrated that it took
steps during the planning and the design of the
DAPL to define and reduce the risk of failure. EarthFax has not presented data or an alternative methodology that causes the Corps to doubt its reliance on
ETP’s risk analysis and preventive design measures.
The Corps considered numerous measures ETP would
532a
implement to minimize the risk of a pipeline leak and
protect the users of downstream intakes, including
the HDD Crossing Risk Analysis, Pipeline Integrity
Management Plan, and Threat Assessment Report.
Final EA at 9194. The Corps reviewed PHMSA datasets to gauge the likelihood of a spill from the portion of the pipeline that cross Lake Oahe via HDD.
The Corps also imposed several conditions on the
easement concerning the maintenance and operation
of the valves, leak detection, and notification systems.
See Easement Conditions 21, 22, and 23.
EarthFax does not identify a particular risk analysis or the particular factors, criteria, or technique to
perform the risk analysis. Nor did EarthFax provide
the results from its preferred quantitative risk analysis to the Corps to consider and compare against
ETP’s risk analysis. Therefore, this comment does not
show that substantial dispute exists as to the size, nature, or effect of the major federal action because a
general statement that the EA should have provided
a quantitative analysis of the risk associated with system component failure does not show flaws in the
methods or data the Corps relied on.
See also Bl, B12, B18, C3, C9, C17, C20, E9, E10,
Fl, F3, G4, G12, J13, J14, J18, L23, L31, L34, L46,
L47, L48, M6, M10, M14, M23
A10.9 “Section 3.11of the EA also states that the
impact of a release will be minimized through the use
of ‘motor operated isolation and/or check valves installed on either side of the Missouri River above Lake
Sakakawea and Lake Oahe which can be actuated to
close as soon as a leak is detected.’ It is inappropriate
533a
for the EA to imply that these valves will close immediately.”
RESPONSE: ETP explained that the phrase “actuated to close” means that the process has been initiated, not that “these valves will close immediately” as
asserted by EarthFax. The EA stated, “These valves
have a closure time of no greater than three (3)
minutes.” Final EA at 90. This conservative estimate
is six times what EarthFax estimated is a more realistic closure time for the valves on the DAPL segments
valuated in the EA (24 - 30 seconds). ETP based the
closure times on the Emergency Flow Restricting Device (EFRD) valves on the DAPL Pipeline Surge Analysis Report. Furthermore, the closure times are a
function of the size of the valves and the electrical requirements, and electrical availability.
Valve Locations:
As noted in the response above to comment Al,
ETP performed a worst-case release scenario specific
to Lake Oahe in accordance with PHMSA guidance in
49 CFR § 194.105 in order to determine the largest
possible release volume specific to the segment of the
pipeline that would cross under Lake Oahe. The spill
model utilized in the Lake Oahe Crossing Report assumed the pipe was resting above ground and at
grade, which allows for the model to predict the largest possible volume release. Lake Oahe Crossing Report, at 10. ETP then used OILMAPLand software to
model a release every 200 feet along the pipeline centerline at DAPLs highest flow rate. The total volume
modeled at each point (every 200 feet) is a combination of the volume of oil released under pressure be-
534a
fore ETP shuts the pumps off and the volume of residual oil in the pipeline between the nearest main line
valves (MLV) that could drain out. ETP then used
OILMAPLand to see where the predicted quantities of
oil would travel if released from the pipeline at ground
level. ETP applied a risk score to each modeled spill
scenario based on the total volume available to release, total predicted acreage impacted, and the number of HCAs the oil might interact with. ETP adjusted
the location of the DAPL valves to minimize the risk
scores.
According to ETP, the valve locations on the
banks of Lake Oahe reduce the total volume of oil
that could be released in the event of a spill. MLVND-380 sits approximately 0.5 miles from the west
bank of the river at the nearest location outside of
the floodplain that also has road access and power.
Further to the west the terrain continues to slope
upward away from the low-lying Lake Oahe. Without MLV-ND-380 there would be an additional 0.3
miles of pipe that could drain out into the Lake
Oahe basin in the event of a release; therefore,
MLV-ND-380 reduces the total available crude inventory by approximately 1,380 bbls. The scenario
for the east bank of Lake Oahe is similar, with the
terrain moving uphill from the bank of the river for
approximately 4.8 miles. MLV-ND-390 protects
the east bank of the river. MLV-ND-390 is approximately 0.5 miles from the edge of Lake Oahe.
Therefore, the valve protects the lake from 4.3
miles of pipe that would otherwise have the potential to drain into the Oahe basin in the unlikely
event of a release. MLV-ND-390 reduces the total
535a
available crude inventory by approximately 19,780
bbls.
Emergency Isolation Valve (EIV)/ Emergency Flow
Restricting Device (EFRD) valves:
According to ETP, all pipeline MLVs are shutdown/isolation valves and qualify as EFRD valves
which are remotely operated through a central control
system. As such, an EFRD valve is located on each
side of the Lake Oahe crossing.
All MLVs, and therefore all EFRD Valves, have
been sized and specified to meet the industry standard
API Specification 6D for the design, manufacturing,
testing and documentation of such valves. These
valves also meet ETP and Sunoco Logistics Valve
Specifications. ETP selected the valve supplier based
on consideration of experience and their performance
in similar installations, their technical support, and
part replacement availability.
ETP procured the 30-inch diameter valves, with
Full Port internal passage, in accordance with the following specifications:
ASME B16.47 Series A
ANSI 600 Class Flanges (1,480 psi rating)
Body are A350LF2 CS, (-20°F TO 300 °F)
A350LF2 CS Ball and 17-4 PH SS STEM
Trim and Seats are A350 LF2, lmil, VITON
GLT /A151 4140 1 mil ENP
Block and Bleed
536a
Trunnion Mounted, Full Port Ball
Manufactured by Valvitalia-Delta Valve Europe, Model Delta T55
Valves were fitted with an Emerson Horizontal Electric motor driven actuator Model Series M2CP, 240 VAC /1/60 Hz, Signal Input 24
DC with explosion proof electrical protection,
HP 1, 16.0A, along with manual override hand
wheel
Valve and Actuator were assembled in Ponca
City, OK and Channelview, TX
ETP developed the EFRD Inspection and Test
Plans (ITPs) to verify purchase, manufacture, assembly, and performance. These test plans are followed
by the manufacturers and the assemblers and were
verified by Third Party Inspectors. Third Party Inspectors were present at all assembly facilities and
they witnessed all tests to ensure that the ITP was
followed. All valves were hydrostatically tested in the
fully-open, fully- closed and partially- stroked positions at the assembly facility. Through the above testing protocol, the MLVs were documented for compliance with the ITP. All valves are also hydrostatically
tested for a second time in the field for a full 8-hr period in the partially-stroked position after the EFRD
final installation.
The closure times on the EFRD valves were based
on the DAPL Pipeline Surge Analysis Report and are
a function of the size of the valves and the electrical
requirements, and electrical availability.
537a
ETP considers any unanticipated release of
crude oil as a leak. ETP does not tolerate operational failures. Leaks are not acceptable, and no
minimum amount of release is acceptable for operations. The isolation provided by the EFRDs on each
side of the river reduces the worst-case crude
amount that could be released.
All MLVs, and therefore all EFRD valves, on the
DAPL system are equipped with electric-motor operated actuators. To reduce the potential for systematic faults within the controls, the actuators are
supplied with heaters, surge arrestors on the power
supply in the local enclosures, and power failure
alarms. Each valve is monitored and controlled (via
remote control) at the central pipeline control center. In the event of an electrical power failure at an
EFRD valve site, the valve will remain in its last
position (i.e. “fail-safe” position). If required, the
valve actuator can be operated manually via the integrated hand wheel. The controls for the EFRDs
are located in local enclosures with air conditioning
and heating to protect them from the elements.
ETP provided design temperature specifications
to the steel mills, pipe and fitting manufacturers, as
well as all pump, valve, and instrumentation manufacturers to ensure that both high- and low-temperature concerns would be considered in the manufacturing of those materials and equipment. The
valves and settings are designed to meet operating
temperatures ranging from - 20 degrees to 150 degrees Fahrenheit, even though the product in the
pipeline and thus the pipe itself is not anticipated to
drop below 60 degrees Fahrenheit, even in the coldest North Dakota winters.
538a
A
description of the functional testing procedure for
all EFRDs is per Original Equipment Manufacturer
(OEM) recommended procedure and test frequency
defined as per 49 CFR §195. Precautions to reduce
the potential for systematic faults within the EFRD
539a
valve control is per OEM recommended Valve Preventive Maintenance Procedure and Valve Preventive Maintenance Schedule. ETP incorporated High
Integrity Safety Interlocks into the DAPL system.
Surge Relief Valves (SRVs):
As required by regulation, DAPL pressure relief
consists of pressure controls, thermal relief valves,
and surge relief valves at select Pump Stations. The
design of these systems is dependent on a complex
range of factors. Systems where pressure is contained
must have some type of pressure relief to reduce the
risk of overpressure.
Pressure control for the DAPL pump stations
systems is regulated by an integrated pressure control loop. Each pump station is equipped with redundant high pressure shutdown instrumentation,
which includes the integrated pressure control loop
which has an independent High pressure-Pressure
Switch and Pressure Transmitter, which will override the control loop to shut down the pipeline before
over- pressuring could occur.
To determine if there is a risk of surge during
normal operations and to determine the design of
the pressure relief system, transient flow simulation, steady-state, and normal operation flow models were developed. Given the importance of river
crossing pipeline segments and the provision for
EFRD closure, transient flow analysis was carried
out for the purpose of sizing surge relief systems.
The sizing recommendation for the SRVs was developed and issued through the DAPL Pipeline Surge
Analysis Report. An SRV is located at the Redfield
Pump Station in South Dakota. This SRV is a
540a
Danflo which was supplied by SPX Corporation and
sizing details were validated through both SPX and
third-party engineering services. The equipment
manufacturer provided ETP with technical documentation for the installation and in-service testing
of the SRV.
The DAPL Pump Stations are located near Johnsons Corner ND, Redfield, SD and Cambridge, IA.
Each station was positioned based on the transient
and steady-state surge analysis recommendations
and is equipped with a series of process instrumentation to monitor and mitigate overpressure and
surge conditions. The original equipment manufacturer provided ETP with technical documentation for
the installation and in-service testing of the SRV’s.
Each SRV contains an actuated relief valve that allows for in-service field test verification.
As part of the pressure relief system, thermal relief valves are used for protection during static conditions in accordance with DAPL systems engineering
standards and applicable code requirements.
Finally, the operation of the valves system including automatic valve shutdown is addressed in Easement Condition 21.
Therefore, the EA did not rely on the premise
that emergency block valves would close immediately upon leak detection, but instead based its
worst-case scenario release model time on a conservative estimate of no greater than three minutes.
EarthFax’s comment is therefore flawed and it does
not actually create any substantial evidence of controversial effects.
541a
See also F8, G7, L7, L30, M28
A11.10 “[T]he EA does not present a discussion
of the ‘protection and mitigation measures’ that are
planned. Since the Finding of No Significant Impact is preceded by the word ‘Mitigated’, these mitigation plans should have been detailed in the EA .
. . . it is important that plans be developed and mitigation measures be in place to protect water intakes before the DA Pipeline is operated.”
RESPONSE: Topic is addressed in the response
to Comment A6.
Al2.10 “[T]he EA states that ‘in the event of a leak,
Dakota Access would work aggressively to isolate the
source through the use of remote-controlled shut-off
valves, initiate cleanup activities, and contact appropriate federal and state authorities to coordinate leak
containment and cleanup.’ These actions are necessary but are not sufficient to mitigate impacts.”
RESPONSE: EarthFax does not identify the
specific actions that it believes are necessary to mitigate the impacts from an oil spill in addition to
what the Corps already considered in the EA. The
EA describes the design and operation measures
ETP will implement to protect downstream intake
users. Final EA at 42; 88-94. ETP’s SPCC Plan describes cleanup procedures and remediation activities during construction. EA, Appendix A. ETP prepared a FRP that complies with the applicable requirements of the OPA, and has been prepared in
accordance with the NCP and the Mid-Missouri
SACP. Final EA, Appendix L. The EA also describes ETP’s proposed remediation plans for impacts to groundwater resources. Final EA at 45-49.
542a
In the event of a spill, ETP will consider alternative water supply sources as part of the contingency
planning. Final EA at 38. ETP identified drinking
water intakes and incorporated the intakes into the
updated spill model and companion report. ETP also
incorporated the identified drinking water intakes
into the site-specific GRP. ETP will also evaluate
shutting down certain intakes and utilizing others or
utilizing different drinking water sources or bottled
water as part of this process. The Federal On-Scene
Incident Commander would be responsible for assimilating and approving the response actions under
the Unified Command. ETP coordinated its emergency response planning documents with the Corps as
required by USACE Easement Conditions 8, 9a, and
10.
Under the OPA, the owner or operator, as defined by 33 U.S.C. § 2701, is liable for the costs associated with the containment, cleanup, and damages resulting from a spill. ETP maintains financial
responsibility for the duration of the response actions. If the responsible party cannot pay, funds
from the Oil Spill Liability Trust Fund are used to
cover the cost of removal or damages. The Fund is
paid for through a five-cents per barrel fee on imported and domestic oil and also any fines or civil
penalties collected from other operators.
See also A22, B9, C9, C25, C32, D4, J3, J25, G13,
M23, M24
A13.11 “No mention is made of erosion control
practices that will be implemented where the ground
543a
slope is less than 25%. With the pipeline buried generally at a depth of 36 inches, erosion could be a significant factor in exposure of the pipeline.”
RESPONSE: The Corps gave special attention to
areas where slopes are greater than 25% because
these areas are subject to higher erosion. However,
the Corps also considered areas less than 25% slope.
ETP utilized temporary erosion control devices
(ECDs) throughout construction and permanent restoration and re-vegetation in areas that may be
prone to surficial erosion processes. Final EA, Appendix A and G. Additionally, ETP installed temporary and permanent slope breakers as necessary diagonally across the ROW on slopes to control erosion
by reducing and shortening the velocity, length and
concentration of runoff on slopes as little as 5%. Id.
Furthermore, the Corps required ETP to address
temporary sediment control measures under Easement Condition 5. Easement Conditions 4 and 24 require compliance with the Stormwater Pollution Prevention Plan (SWPPP) and the Environmental Construction Plan (ECP).
A14.11 “Section 3.1.3.1 provides a discussion of
landslide potential in the area of concern. This potential is qualitatively described as ranging from moderate to high. The probable depth of the landslide failure surface relative to the depth of the pipeline is also
not discussed. Without this information, the potential
impact of landslides on the pipeline cannot be
properly quantified and assessed.”
RESPONSE: Expert geologists assessed the potential impact of landslides through a review of detailed aerial imagery, geologic maps, subsurface
544a
maps, as well as site-specific boring data. ETP engineering experts reviewed the detailed aerial imagery, geologic maps, subsurface maps, and site-specific borings across the entire drill area during the
planning and design stages for the HDD. Results of
the geotechnical borings across the entire drill area
are included in Appendix D of the EA. The assessment revealed no evidence of deep-seated landslides
in the vicinity and the risk of landslide is low.
EarthFax’s comments regarding landslide susceptibility in the vicinity of Lake Oahe appear to be based
in part on the digital landslide incidence/landslide
susceptibility map data compiled by Godt (1997). This
mapping is very generalized because it identifies an
entire area as “High Susceptibility” even though it includes Lake Oahe and surrounding upland areas that
are predominantly flat to gently inclined (gradients
less than 15 percent). Therefore, this geologic hazard
mapping is too generalized and lacks an adequate resolution scale to draw meaningful conclusions. Every
inch on that map represents approximately 60 miles
(1:3,750,000 scale).
Figures A14(a) through A14(d) illustrate steep
slope geohazard mapping of the proposed route and
crossing at Lake Oahe and west to the Canonball
River watershed divide. The ground surface along
the majority of the pipeline alignment in the vicinity
of the lake is relatively flat with gradients less than
15 percent. Ground surface gradients along other
portions of the pipeline alignment range from 15 to
30 percent where the alignment crosses existing
drainage networks. Existing ground surface slope
inclinations within the entry (east side) and exit
(west side) workspaces and the stringing area are
545a
relatively flat with gradients generally less than 15
percent. USGS22 and NDGS33 mapped the Fox Hills
Formation (late Cretaceous, about 99.6 million to
65.5 million years ago) as outcropping to the east
and west of the Lake Oahe crossing site. At the location of the western Lake Oahe HDD insertion
point, the quaternary alluvium and glacial deposits
are present as surficial deposits within the Missouri
River valley. At the location of the eastern Lake
Oahe HDD exit point, quaternary sand, silt and
gravel deposits with a veneer of glacial derived loess
deposits are present, with the Fox Hills and Hell
Creek formations outcropping approximately 0.5 to
1 mile to the east.4
ETP reviewed data from geotechnical borings
across the entire drill area including two borings
over 200 feet into alluvium and glacial deposits and
possibly the Fox Hills Formation or top of the Pierre
formation. This material is not conducive to deepseated landslides. At the location of the steep bluff
on the west side of Lake Oahe, the depth of the drill
profile is 100 to 120 feet below the ground surface
and 90 to 115 feet below the mud line of the river,
and therefore not at risk for landslide. Data from
the borings on the west side of Lake Oahe indicate
2
U.S. Geological Survey, 1980. Ground-Water Resources of
Morton County, North Dakota, County Ground-Water Studies 27
– Part III, North Dakota State Water Commission, Bulletin 72 –
Part III, North Dakota Geological Survey.
3
North Dakota Geological Survey, 1984. Geology of Emmons
County, North Dakota, Bulletin 66 – Part I, County Groundwater Studies 23 – Part I; Plate 1.
4
NDGS, 1984
546a
that alluvium and glacial deposits in this area predominately consists of medium dense to very dense
sand with variable silt and clay content. These subsurface conditions are not conducive to landslide activity in areas with ground surface gradients less
than 30 percent. The top of the alluvium and glacial
deposits are younger deposits that may exhibit
some land creep but not the massive landslide
break-away conditions that would be of concern relative to pipeline integrity. In addition, aerial imagery does not indicate a high incidence of landslide
activity within several miles of Lake Oahe.
ETP designed the crossing location and HDD installation method to minimize risks associated with
geologic hazards. The geotechnical analysis facilitated engineering and design, including selection of
appropriate materials and construction methods to
limit environmental impacts attributable to landslides. The pipeline passes through material that is
not conducive to landslide activity at this location.
ETP addressed areas that may be prone to surficial
erosion processes through temporary ECDs throughout construction and permanent restoration and revegetation as outlined in the SWPPP and the ECP.
Final EA, Appendices A and G.
See also A18, A19, B2, B3, B4, C8, C16, C20,
C26, El 1, F14, Ii, J20, L56, L71, M16, M17, M31
551a
A15.11 “Since a 500-year discharge event was
used for the scour analyses, the potential extent of
scour at this location should have been evaluated assuming that the dam is breached.”
RESPONSE: ETP designed the HDD profile
under Lake Oahe to provide 92 feet of cover below
the bottom of the lake. The pipeline below Lake
Oahe is at low risk of river scour at the proposed
Lake Oahe crossing due to the ponded condition of
the lake at this location. Additionally, based on the
borings at the location of the crossing, the depth of
the pipeline is over 70 feet below the estimated
depth of the free-flowing Missouri River prior to the
construction of the dam. Therefore, if the dam was
removed/breached, the pipeline would be below the
depth of the river even if it was allowed to scour
down to its pre-dam levels. GeoEngineers performed a scour analysis in order to evaluate the
scour risk to the proposed pipeline during 100- and
500-year discharge events for the Lake Oahe crossing. Final EA at 16. ETP coordinated with the
North Dakota Office of the State Engineer who performed an independent review of the calculations
as part of the Sovereign Lands Permitting Process
to verify adequate depths for the pipe to be buried
relative to geomorphological movements for the
Lake Oahe crossing. The North Dakota Office of
the State Engineer issued ETP a Sovereign Lands
Permit. Final EA, Appendix M.
EarthFax asserts that the conclusions drawn in
the EA are only true if the reservoir dam functions
properly and generally recommends that the scour
analysis should have incorporated the assumption
that the dam is breached. EarthFax did not provide
552a
the results from any scour analysis containing their
preferred assumption. Also, EarthFax did not provide any scientific evidence or studies specific to
Lake Oahe that would cause the Corps doubt its
previous methodologies and data supporting the
Corps’ reliance on ETP’s scour analysis. Therefore,
this comment does not show that substantial dispute exists as to the size, nature, or effect of the
major Federal action.
A16.11 “The potential for this scour scenario
(bend plus contraction scour occurring at the crossing) was quantified by comparing the results of multiple calculation methods and arriving at a factor of
safety against exposure of 1.4 to 2.3 . . . . it is unknown if this approach was appropriate or if these
calculations took into account the relative errors of
the various equations, which errors would affect the
interpretation of the results. Given the potential
depth of scour versus the planned depth of pipeline
installation, the calculations should have been presented to allow independent review of the risk by the
Corps of Engineers.”
RESPONSE: Comment is addressed in response
to Comment A15.
A17.11 “No mention is made of pipe bedding...”
RESPONSE: According to ETP, pipe bedding is by
nature only applicable to the sections of pipe installed
by trench and therefore not the sections installed by
HDD at Lake Oahe between the insertion and exit
points. Nevertheless, ETP’s contractor used padding
machines over the entire length of the pipeline, not
just at the Oahe crossing, such that all pipe has bedding material underneath and on top of the pipeline.
553a
After backfill was completed, ETP required the contractor to conduct a water based hydro test. On March
24, 2017, Enduro Pipeline Services, Inc. checked pipe
ovality using caliper tools over the entire length of the
pipeline to ensure the hydro test did not deform any
of the pipe and to locate any potential dents. The Caliper Survey Field Report shows that DAPL had zero
findings and zero repairs related to the Lake Oahe
crossing.
For the portions of the pipe installed within a
trench, prior to lowering-in, DAPL construction specifications required bedding material be added if the
bottom of the trench is rocky. The following excerpts
from the DAPL construction specifications are applicable:
Section 5.9 Backfilling: After lowering-in has
been completed, but before bacifilling, the trench shall
be inspected by Contractor to verily the ditch is dry
and shall be inspected to ensure that no skids, brush,
stumps, trees, timber mats, boulders or debris are in
the ditch. No such materials or debris shall be backfilled into the ditch... Rock, larger than one inch in
diameter, or like materials shall not be backfilled directly onto the pipe. if proper rock shield is provided,
tip to two inch diameter rocks are permitted. Where
such materials are encountered, contractor shall haul,
4f necessary, sklicient earth or sand to be backfilled
around and over the pipe to form a protective padding
or cushion ... Large rock or boulders shall not be backfilled into the ditch shall be disposed (f properly.
Section 5.8.3 Dirt Padding: Soil conditions
change from site to site, therefore the Construction
Manager, in consultation with the Field Engineer
554a
and the Project Manager, has the responsibility to
monitor soil conditions and verify that contractor
deploys the correct method cf bacifilling that will
assure protection (f the coating and pipe. if padding
is required, the Construction Manager shall communicate with the contractor to determine the
proper screen sizing and backfill application, for
the existing conditions. The Construction Manager
shall then communicate to the inspection staff the
proper backfill method and the inspector will verify
that the contractor adheres to the agreed to backfill
method... if required, dirt padding shall be installed in the bottom (f the ditch to a minimum
depth (f 8 inches, prior to lowering-in the pipeline,
if other acceptable support for protecting the bottom (f the pipe is not utilized. A minimum (f 8
inches (f dirt padding shall be installed as cover on
top (f the line as protection prior to bacifilling...
5.7 Holiday Detection: Contractor shall ensure
that coating inspection, both visible inspection and
electronic holiday detection shall be performed by
Contractor both immediately prior to and/or immediately upon completion of the lowering-in operation
as conditions require. The entire coated surface
shall be inspected for holidays. Additional excavation may be required to utilize electronic holiday detection after completion of lowering in for tie-ins
etc…[Note for the reader: Holidays are discontinuities in a coating, such as pinholes cracks, gaps, or
other flaws, that allow areas of the base metal to be
exposed to any corrosive environment that contacts
the coating surface. A Jeep (Holiday detector) is an
electrical device used to detect abnormalities/holidays in pipeline coating].
555a
A18.12 “As part of a discussion about erosion control methods to be implemented, Section 3.1.3.2 of the
EA indicates that ‘construction and operation of the
Proposed Action facilities . . . would not be expected to
increase the potential for significant landslide or slip
events’. The implication of this statement is that the
control of surface erosion will also control landslides.
This is an inappropriate conclusion.”
RESPONSE: The Corps did not intend to imply
that controlling surface erosion will also control landslides. Landslide risk is addressed in the response to
Comment A14.
A19.12 “Section 3.1.3.2 of the EA also states that
‘the strength and ductility of a properly designed pipeline would allow it to span a considerable distance
without compromising its integrity in the event of a
landslide or other ground movement, such as subsidence.’ This statement is true only if the pipeline was
designed for such a span. Friction from adjacent soil
can place substantial added forces on a pipeline during a landslide, whether those forces are caused by abrupt movements or slow movements.”
RESPONSE: As part of the Section 408 review,
the Corps required an HDD plan. The Corps’ geologist
and geotechnical engineers reviewed ETP’s HDD plan
and deemed it sufficient. EarthFax did not provide
any scientific evidence or studies specific to the Lake
Oahe HDD plan that would cause the Corps to doubt
its previous methodologies and data supporting the
Corps’ reliance on ETP’s HDD Plan. As noted in the
response to Comment A14, there is no evidence of
deep-seated landslides in the vicinity of the Lake
556a
Oahe crossing. EarthFax did not provide any scientific evidence or studies specific to the Lake Oahe
HDD plan that would cause the Corps to doubt its previous methodologies and data supporting the Corps’
conclusion on the risk of landslides in the vicinity of
the Lake Oahe crossing. Therefore, this comment
does not show that a substantial dispute exists as to
the size, nature, or effect of the major Federal action.
A20.12 “In order to properly revegetate the disturbed area and minimize long-term erosion, it is critical that surficial soil be segregated and replaced
throughout the length of the pipeline disturbance,
whether the area has agricultural significance or not.”
RESPONSE: Topsoil segregation is by nature
only applicable to the sections of pipe installed by
trench and therefore not the sections installed by
HDD at Lake Oahe between the insertion and exit
points. For portions of the pipe installed by trench,
ETP performed topsoil segregation in accordance with
landowner agreements and North Dakota Public Service Commission (PSC) conditions under various site
condition scenarios. Final EA, Appendix C. The PSC
conducted oversight and inspection of topsoil segregation. In May 2017, the ND PSC opened an investigation to look into possible siting violations discovered
by a third-party construction inspector hired by the
PSC. The third-party inspection reports noted inadequate subsoil and topsoil segregation. On September
20, 2017, PSC and ETP entered into a settlement
agreement whereby ETP will inspect, with the participation of Commission staff, any areas of concern
raised by landowners and will investigate and address
any issues identified. ND Public Service Commission,
Dakota Access, LLC, Dakota Access Pipeline Project
557a
Siting Application, Case No. PU-14-842, Settlement
Agreement (Sept. 20, 2017). ETP addressed avoidance and minimization of soil impacts in the SPCC,
SWPPP, and ECP. Furthermore, Easement Condition
24 requires avoidance and minimization of soil impacts.
A21.12 “[N]o mention is made of [hydrostatic]
testing after the pipeline is installed . . . . it would be
appropriate to hydrostatically test the pipeline after it
is installed and before it is put into operation.”
RESPONSE: There are several references
within the EA related to hydrostatic testing. Final
EA, at 18, 48, 88, and 93. ETP conducted hydrostatic tests on the portion of the pipeline installed
under Lake Oahe to a minimum pressure of 1,880
psig. The first test was the pre-in-service hydrostatic test at a minimum of 1.25 times maximum
operating pressure (MOP) for eight continuous
hours, which was performed prior to pulling the
pipe under the Lake on February 28, 2017. The
second test was performed under the same conditions after the pipe was pulled under the Lake and
completed on March 24, 2017. ETP reported that
both tests were successful. Furthermore, the Corps
required post-construction hydrostatic testing as
Easement Condition 15.
See also E4, E5
A22.12 “Section 3.2.2.2 of the EA states that ‘dispersion, evaporation, dissolution, sorption, photodegradation, biodegradation, and natural attenuation
ultimately would allow a return to preexisting conditions in both soil and groundwater’ if a spill occurs
and no active groundwater remediation occurs . . . .
558a
relying solely on these natural attenuation factors to
remediate groundwater that is contaminated with a
crude-oil spill would be inappropriate under most
conditions.
RESPONSE: EarthFax’s assertion is incorrect
that natural attenuation will be utilized in the remedy
without consideration of additional measures. As described in the response to Comment Al2, ETP will consider multiple measures to remediate impacts to soil
and groundwater. Final EA at 48.
A23.12-13 “Section 4.2 of the EA states that operational spill-related impacts ‘would be avoided or
greatly reduced by requiring immediate cleanup
should a spill or leak occur.’ This statement oversimplifies efforts and minimizes the impacts that a spill
could occur . . . . the EA should have provided a more
comprehensive quantitative evaluation of spill impacts rather than implying that a goal of “immediate
cleanup” should be sufficient to resolve those concerns.”
RESPONSE: While the potential risk for a
worst-case release is low such a spill would result
in high consequences. Final EA at 91. The EA describes the design and operation measures ETP will
implement to protect downstream intake users. Final EA at 42; 88-94. ETP’s Spill Prevention Control
and Countermeasure Plan (SPCC Plan) describes
cleanup procedures and remediation activities during construction. Final EA, Appendix A. ETP prepared a FRP that complies with the applicable requirements of the Oil Pollution Act of 1990 (OPA
90), the National Oil and Hazardous Substances
559a
Pollution Contingency Plan, and the Mid-Missouri
Sub-Area Contingency Plan. Final EA, Appendix L.
Following PHMSA modeling guidance, ETP prepared a spill model specific to the Lake Oahe crossing.
ETP used the hypothetical worst-case scenario volume to design a location-specific GRP for the crossing.
ETP’s GRP describes cleanup procedures and remediation activities during operations. ETP provided the
GRP to the Corps, SRST, and CRST for review. ETP
incorporated comments from the Corps, SRST, and
CRST into revised versions of the GRP.
Furthermore, ETP coordinated its emergency response planning documents with the Corps in accordance with easement conditions 8, 9, and 10.
Earthfax did not specifically identify an alternative methodology that was more appropriate for the
evaluation. Earthfax generally commented that a
more comprehensive quantitative evaluation was appropriate but does not identify a particular evaluation
or the particular factors, criteria, or technique to perform the quantitative evaluation. Earthfax did not
provide any scientific evidence or even studies specific
to Lake Oahe that would cause the Corps to doubt its
previous methodologies and data supporting the
Corps’ conclusion to rely on ETP’s clean-up methods
and spill impacts. Nor did EarthFax provide the results from its preferred quantitative evaluation to the
Corps to consider. Therefore, this comment does not
show that a substantial dispute exists as to the size,
nature, or effect of the major Federal action.
560a
Document B: Accufacts Review of the U.S.
Army Corps of Engineers (USACE)
Environmental Assessment (EA) for the Dakota
Access Pipeline (“DAPL”)
Memorandum to Jan Hasselman, Earthjustice,
Richard Kuprewicz
B1.2 “USACE does not provide appropriate detailed analysis as to the oil spill risks to these sensitive waters, either from the specific crossings or from
other sections of the pipeline that could release oil
that could reach these High Consequence Areas, or
HCAs (e.g., unusually sensitive areas, or USAs). For
the DAPL segments that could affect these HCAs, the
EA fails to provide sufficient detail to support the finding of low risk with the proposed mitigations. The
sources of risks are not prudently explained, and information is not provided in enough detail to permit
an independent confirmation of USACE findings.”
RESPONSE: This topic is addressed in the response to comment A10. The Corps considered HCAs
in the evaluation of DAPL. Final EA at 94. ETP used
output spill pathways in geospatial data formats to
consider potential interactions with HCAs, USAs, and
other areas as defined by PHMSA. Lake Oahe Crossing Report at 11-18; See also Spill Model Report at
164-177. The spill models follow PHMSA modeling
guidance and include information on hypothetical
worst-case release volumes, intake locations and an
analysis of the flow distance and the time that it
would take for the first oil from an unabated release
to travel downstream and reach water intakes.
561a
The spill models account for the presences of
HCAs. Lake Oahe Crossing Report at 16 and Appendix 3. ETP designed the pipeline and developed operational parameters to reduce the risk (probability and
consequence) of a release at HCAs in accordance with
PHMSA requirements. The table presented on page
16 of that document illustrates the downstream distances from the pipeline crossing and locations where
the simulated oil plumes are predicted to interact with
the HCAs.
ETP considered HCAs along the two alternative
alignments in accordance with 49 CFR § 195.452. The
impacts to mapped HCA’s at the proposed crossing are
similar to, or less than, those for the Alternate Route
Crossing North of Bismarck. Final EA at 9-10. According to ETP, there are no known code or industry
accepted procedures that state that the HCAs cannot
be used as one measure to assess relative risk between
points along the alignment during that evaluation.
In the “DAPL — Route Comparison and Environmental Justice Considerations” memorandum, ETP
provided the Corps with data showing that the former
Fort Yates municipal drinking water intake, which at
that time was the first known Tribal-related drinking
water (i.e., human consumption) intake downstream
of the Lake Oahe crossing, is approximately 27 miles
downstream of the Lake Oahe crossing. Any release
at the Lake Oahe segment would have to go unmitigated for long enough to reach the off-line community
intake at Fort Yates. However, this risk is further reduced since the Fort Yates water intake was replaced
with a new intake structure located approximately 75
miles south of the pipeline crossing.
562a
Furthermore, Corps Easement Conditions 34 and
35 require ETP to take measures to protect HCAs.
See also B8, B14, C9, C17, C29, E8, E13, F2, Gl,
G10, G14, J14, L47, L48
B2.3 “[T]he EA mentions nearby areas of the pipeline route that are highly susceptible or have high incidence of landslide. While some of this landslide discussion is related to construction site locations for the
water crossings, there appear to be other areas of the
pipeline located in high landslide risk areas. The
North Dakota Geological Survey has noted for the
DAPL ‘High concentrations of landslides have been
mapped in many regions along the proposed route centerline shown in Figure 1 of your document.”
RESPONSE: Topic is addressed in the response
to Comment A14.
B3.3 “Further analysis and information as to the
pipeline’s location in [nearby high-risk] landslide areas and its potential impacts to the federal crossings
and sensitive waterways, should the pipeline fail,
must be clearly incorporated into the EA. The EA
specifically states, ‘This strength and ductility effectively mitigates the effects of fault movement, landslides, and subsidence. Therefore, by implementing
the mitigation measures presented here, impacts on
the pipeline from geologic hazards are expected to be
minimal.’ But this conclusory statement is insufficient . . . . Statements/inferences in the EA that pipe
design/steel/weld properties can mitigate the risks of
landslide threat are very misleading, if not downright false. Landslide activity that could place such
severe abnormal loading on pipeline segments where
a release could affect the easements, especially the
563a
sensitive waterways, needs to be clearly delineated
by threat type, prudently evaluated, and risk determinations communicated to permit an independent
evaluation of such assertions to assure they are not
biased. None of this was done in the EA.”
RESPONSE: As noted in the response to Comment A14, there is no evidence of deep-seated landslides in the vicinity of the Lake Oahe crossing.
B4.4 “A more complete and detailed analysis may
determine that the current federal easement crossings and pipeline route entering/leaving these federal
easements are inappropriate because of potential impacts from off easement locations that could have a
much greater impact on the sensitive waterways. For
example, since no pipeline can be designed to withstand massive landslide forces, if such a threat exists,
the pipeline should be routed out of the landslide
threat area.”
RESPONSE: ETP demonstrated it avoided areas
of high landslide risk during the design of the pipeline
route. See the response to Comment A14. A review of
the site-specific data indicates that the pipeline is already located away from a landslide threat area. This
information includes aerial imagery, geologic maps,
subsurface maps, and site-specific borings across the
entire drill area as described in the response to Comment A14. Results of the geotechnical borings across
the entire drill area are included in Appendix D of the
EA.
See also E7, Ell, F14, H2, I1
B5.5 “A study performed in 2012 reported that
for hazardous liquid pipelines that utilized CPM
564a
and SCADA leak detections, ‘The pipeline controller/control room identified a release occurred
around 17% of the time.’ This low success rate for
control room remote identification of pipeline release, even ruptures, is consistent with Accufacts’
many liquid pipeline failure investigations spanning more than 40 years, especially more recent investigations. Remotely determining pipeline releases, even ruptures, particularly with respect to
large rate releases, is difficult for various reasons.
This is especially true if the remote monitoring is
generating a large number of false release alarms
that tend to train control room operators to ignore
a true release alarm.”
RESPONSE: ETP pipeline controllers are
trained to shutdown pipelines and investigate when
there is any doubt regarding the alarming of the possible presence of a release/leak. Based on Accufacts
reference to the investigations it has conducted over
40 years, ETP infers that Accufacts is investigating
older pipeline systems/technologies. ETP asserts
that a comparison to data from 40 years ago, and
from older pipelines installed prior to modern pipeline standards, overstates the risk of this modern
pipeline.
According to ETP, it installed state-of-the-art
pipeline monitoring tools and features that provide
real-time transient modeling that includes data from
various field instruments every 6 seconds and updated model calculations every 30 seconds. There
are numerous pressure transmitters installed on the
DAPL pipeline at regular intervals, including both
sides of the Lake Oahe. The effects of a pipeline rupture would cause pressure waves to travel at the
565a
speed of sound through the pipeline and would be detected as pressure drops within seconds of the rupture occurring.
ETP installed the LeakWarn system in accordance with PHMSA requirements and API-RP-1130
guidance (API Recommended Practice 1130 — Computational Pipeline Monitoring for Liquid Pipelines).
ETP will evaluate the effectiveness of the leak detection system following the guidelines set forth in APIRP-1130, which include simulated leak tests, actual
leak tests, or the analysis of confirmed releases.
ETP may perform the simulated leak tests by electronically overriding the computers to simulate a
leak condition, whereas the actual leak tests are performed by removing product from the pipe. ETP
evaluates the results of each of these tests, and the
response to actual releases, to optimize the system
capabilities, refine the product release tolerances,
validate the response times, and train the control
room operators. Instrument and custody grade
measurement equipment have been included as part
of the pipeline design, and will provide data for the
leak detection system. ETP uses this data to refine
the detection system response during transient and
steady state conditions.
Furthermore, the maintenance and operation of
the valves, leak detection, and notification systems
are required in Easement Conditions 21, 22, and 23.
See also C23, F8, G7, J15, L5, L23, L31, M22,
M25
B6.5 “I recommend that if remote detection via
SCADA is incorporated, such detection and response
should be primarily directed on rupture detection.
566a
Leak detection, the smaller rate releases, may be warranted on selective segments of the pipeline, but such
efforts complicate the efforts (i.e., generate excessive
false alarms) to reliable remotely indicate pipeline release to control room operators. Such a release approach should also clearly identify the measurement
equipment, its precision and placement, and important transient analysis (i.e., changes in pipeline
operating parameters such as crude oil variations and
pump start up and shutdown impacts on parameters
being monitored by the release detection system) that
would indicate a rupture has most likely occurred.
Pressure loss is not the most likely timely indicator of
pipeline rupture for the pipeline segment(s) that could
impact the sensitive watersheds . . . . I find that the
EA has failed to provide sufficient information that
would support response time claims in the EA. I also
place little confidence in efforts attempting to allow
for further study for such remote rupture detection as
the science and dynamics of such releases should be
easy to verify.”
RESPONSE: ETP is utilizing Leak Warn, which
according to ETP is a leading Computational Pipeline
Monitoring (CPM) system software program for monitoring pipelines, to monitor the pipeline for leaks.
ETP modeled, configured and tuned the Leak Warn
CPM system specific to the DAPL installation facilities including elevation profiles and pipeline MOP in
accordance with PHMSA requirements and API-RP1130 guidance.
According to ETP, this LeakWarn CPM system is
capable of detecting leaks down to 1 percent or better
of the pipeline flow rate within a time span of approx-
567a
imately 1 hour or less and capable of providing rupture detection within 1 to 3 minutes. Once Leak Warn
detects a leak, its interface to the SCADA system will
trigger an audible alarm in the SCADA system, which
will alert the ETP pipeline controller. The maintenance and operation of the valves, leak detection, and
notification systems are required in Easement Conditions 21, 22, and 23.
Based on ETP’s responses to Accufacts comments,
the Accufacts comments do not show that a substantial dispute exists as to the size, nature, or effect of the
major federal action as it relates to leak detection.
See also B7, F4, G13, J15, L5, L7, L8, L40, M25
B7.6 “Additional information and analysis is
needed that would permit an independent verification that the rapid identification mentioned in the
EA is even possible for the particular pipeline segments that could release into the unusually sensitive
areas. Even if the claimed release detection parameters are true, which is highly unlikely given the
lack of more detailed information in the EA, a large
volume of oil would still be released before the control room were to take appropriate action. Overstatement of remote response timing in an oil spill understates the risks associated with the pipeline.”
RESPONSE: As indicated in the response to
Comment B6, the LeakWarn CPM system is capable
of detecting leaks down to 1 percent or less of the
pipeline flow rate within a time span of approximately 1 hour or less and capable of providing rupture detection within 1 to 3 minutes. In the event of
a slow leak, even if pressure measurements do not
568a
show a significant drop in pressure, a detectable meter imbalance will develop over a period of time resulting in an alarm to the Control Center. While the
alarm threshold may be 1%, the SCADA and
LeakWarn systems are sensitive to smaller changes
in flow rate and pressure. DAPL Pipeline controllers
are trained to shutdown pipelines and investigate
when there is any doubt regarding the alarming of
the possible presence of a release/leak.
Accufacts asserts that the additional information that is needed to perform its preferred analysis is described in Section IV of its comments. However, neither Section IV, nor anywhere else in the
comments, specifically identifies the additional information and analysis that was more appropriate
for the evaluation. Accufacts generally commented
that more detailed information is required but did
not provide any scientific evidence that would cause
the Corps to doubt its previous methodologies and
data supporting the Corps’ reliance of ETP’s description of the LeakWarn CPM system. Therefore, this
comment does not show that a substantial dispute
exists as to the size, nature, or effect of the major
Federal action. Furthermore, the maintenance and
operation of the valves, leak detection, and notification systems are required in Easement Conditions
21, 22, and 23.
See also E13, L8
B8.6 “The lack of specific information in the EA
strongly suggests deficiencies in the worst case discharge determination that could affect the unusually
sensitive areas, and related oil spill response planning
. . . . Information concerning the worst case discharge
569a
barrels is not verifiable because the value that could
reach or impact the federal easements and unusually
sensitive areas has not been provided in the public
documents associated with the EA.”
RESPONSE: Worst-case release determination is
addressed in the responses to Comments Al and A2.
High consequence areas are addressed in the response
to Comment Bl. Accufacts does not specifically identify any deficient data or methodology that supported
the worst case discharge determination.
B9.6 “[T]he water intake mitigation measures in
the EA . . . do not provide sufficient information to
validate any possible worst case values, or the associated oil spill response plan’s effectiveness.”
RESPONSE: Water intake protection and mitigation measures are addressed in the response to Comment Al2. Worst-case scenario volumes are addressed
in the responses to Comments Al and A2. The response plan is addressed in the response to Comment
A6.
B10.7 “Corrosion threats should be based on actual measured in the field readings verifying ILI runs
and not based on assumed ‘conservative’ corrosion
rates.”
RESPONSE: The Corps agrees with the Accufacts comment that corrosion rates may vary considerably and industry averages may not accurately reflect a particular pipeline’s operations. ETP cannot
calculate a pipeline-specific corrosion rate until the
pipeline is in service; therefore, ETP provided the
Corps with “conservative” corrosion rate to support
570a
the EA analysis. Corrosion management is a dynamic process that ETP continuously evaluates to
insure optimal protection of all Dakota Access assets. Per the pipeline integrity management regulations for hazardous liquid pipelines (49 CFR §
195.452) and according to the Sunoco Integrity management plan, the DAPL is subject to robust integrity testing.
Additionally, as per Easement Condition 32, ETP
must run cleaning pigs twice in the first year. ETP
collects and samples liquids from these pigs to determine if liquid water is present. If water is present
then ETP samples and analyzes it, and then develops
internal corrosion mitigation plans based upon lab
test results. Thus far, ETP has run cleaning pigs
every quarter, exceeding the frequency stated in Condition 32. According to ETP, to date, liquid build up
has not been an issue and there has not even been
enough water collected to provide analysis.
ETP stated that the DAPL was designed with internal corrosion coupons that give approximated
worst-case corrosion rates. ETP will examine the internal corrosion coupons at least twice each calendar
year, but with intervals not exceeding 7.5 months per
49 CFR § 195.579. Per ETP internal procedure, corrosion coupons are pulled every six months in exceedance of this requirement. The DAPL has an internal
corrosion control coupon located at the pig receiver to
the east of Lake Oahe. According to ETP, a third
party review of the corrosion coupon results indicates
that they were below the acceptable rate (per procedure) of 1 mil per year (above 1 mil per year, treatment may be required).
571a
Easement Condition 28 requires ETP to complete corrosion surveys for the pipeline segment
within six months of placing the cathodic protection
service into operation to ensure adequate external
corrosion protection. ETP conducted a Close Interval Survey (CIS) in June 2017 to obtain cathodic protection potential readings at the rectifiers and CP
test stations from MLV 380 to MLV 390. A thirdparty review of the cathodic protection records
showed that the pipeline’s cathodic protection system is performing in accordance with the pipeline
safety regulations and the Operator’s Operations
and Maintenance Manual. ETP will perform another CIS for the entire pipeline within two years of
the pipeline being placed in service in accordance
with PHMSA regulations and Operator procedures.
ETP will also run an in-line inspection device within
two years of the pipeline being in service to discern
any metal loss on the pipeline. ETP will test for wall
thickness with each running of a metal loss in-line
inspection device. The Operator performs a CIS
every 5 to 7 years in conjunction with in-line inspection per procedures.
ETP explained that the Accufacts comment that
corrosion threats should be based on actual measured
in the field readings is flawed because ETP cannot calculate a pipeline-specific corrosion rate until the pipeline is in service; therefore, ETP used a “conservative”
corrosion rate to support the EA analysis. Based on
the foregoing, this comment does not show that a substantial dispute exists as to the size, nature, or effect
of the major federal action.
B11.7 “ILI cannot identify all construction and
transportation (i.e. cracking) defects that can survive
572a
a 1.25 MAOP hydrotest. Given the nature of the product anticipated to be moved on the system, the operator should provide evidence that transportation cracking threats are not introduced that might survive a
hydrotest but grow with time because of pressure cycling that may be associated with the crude oil operation.”
RESPONSE: ETP utilized the highest quality fusion bond epoxy (FBE) as an external pipe coatings to
reduce the risk of corrosion and stress corrosion cracking. Final EA at 42. According to ETP, external coating was used in accordance with DOT 195, Subpart H,
Corrosion Control, ASME B31.4, and Dakota Access’s construction specifications. ETP utilized modern, high-performance FBE and Abrasion-Resistant
Overcoat (ARO) on both the Dakota Access Pipeline
mainline pipe and on the joints. ETP coated the exterior of the line pipe with a 14-16 mil thick single
layer of FBE, and applied an additional 40 mil layer
of ARO over the FBE coating for bores and horizontal
directional drills. These measures reduce the risk of
potential threats.
To address the transportation fatigue cracking
threat, DAPL states that it took a “preventive” approach with the extensive use of the transportation
specifications API RP 5L1 (Railroad), API RP 5LW
(Marine), and API RP 5LT (Truck) to avoid inducing
transportation fatigue cracks. According to ETP,
NTSB investigations indicate transportation fatigue
cracking is an issue for large diameter, thin wall pipe
when it is shipped/transported while setting on its
seam.
573a
It is ETP ‘s understanding that all known cases
of transportation fatigue crack failures that have occurred on liquid pipelines have involved large diameter pipe with Diameter/Wall Thickness (D/t) ratios
greater than 100 making it extremely susceptible if
not transported appropriately. DAPL has thick wall
(0.625-inch) for the 30-inch pipeline. This results in
a D/t ratio of 48 (significantly less than the D/t ratio
of 100).
Accufacts did not specifically provide any scientific evidence that would cause the Corps to doubt its
reliance on ETP data regarding transportation fatigue
crack failures. Therefore, this comment does not show
that a substantial dispute exists as to the size, nature,
or effect of the major Federal action.
Furthermore, coating requirements are addressed
under Easement Conditions 17-20. See also C7, E5
B12.7 “Insufficient design detail has been provided in the EA to permit an evaluation as to the risks
associated with incorrect operation and/or equipment
failure on the segments that could affect the sensitive
water crossings.”
RESPONSE: Topic is addressed in the response
to Comment A9.
B13.7 “Additional information is needed concerning the type of fusion bonded epoxy, or FBE, coating
and whether it is of the more recent generation or type
that permits CP current pass-through should the FBE
disbond (separate from the pipe wall). This threat potential should be an easy issue to resolve.”
RESPONSE: ETP utilized the highest quality
FBE as an external pipe coating. Final EA at 42.
574a
According to ETP, the latest technology coatings allow for cathodic protection to protect the pipe steel
even under failed or disbonded coating to reduce the
risk of corrosion and eliminate the potential for
stress corrosion cracking. ETP pipeline utilized 3M
Scotchkote 6233 FBE external pipe coating and SPC2888 (field applied epoxy) as a joint coating. These
are industry accepted high performance epoxy coatings that provide excellent adhesion and resistance
to cathodic disbondment. Coating requirements are
addressed under Easement Conditions 17-20.
See also L57
B14.8 “The risk analysis is missing critical details
to permit an independent evaluation of risk for the
project that could affect the sensitive waterways including Lake Oahe.”
RESPONSE: Topic is addressed in the response
to Comment Bl.
B15.8 “Non- destructive testing of 100 percent of
girth welds should be clearly defined to mean radiological inspection (i.e., x-ray, gamma ray) of all girth
welds that could impact the two crossings . . . I do not
see such a clear requirement in the EA and API 1104
(a referenced industry standard providing guidance in
pipeline welding) which affords too much room for
misapplication . . . . despite many attempts over the
decades to develop and advance ILI technology, current ILI capabilities cannot accurately determine the
quality of girth welds, especially as it relates to girth
weld cracking.”
RESPONSE: ETP committed to inspecting welds
via radiographic testing. Final EA at 18 and 88-94.
575a
ETP completed radiographic testing. Furthermore,
ETP committed to 100% girth weld radiography. Final EA at 93. According to ETP, this commitment exceeds the 49 CFR § 195 requirements which require
nondestructive testing for just 10% of girth welds
made by each welder per day (49 CFR § 195.234).
B16.9-10 “Any analysis should include the following information to provide assurances that the pipeline route/design/operation/ maintenance activities
are complete to avoid failure, the risk analysis appropriate, and more importantly, that an oil spill response plan would likely be effective if ever needed.
As too many oil spills have recently demonstrated,
claims of complying with federal regulation 49 CFR §
194 (Response Plans for Onshore Oil Pipelines) do not
assure that such plans will be effective in the event of
an oil release. . . .
a) the pipeline elevation profile (approximate elevation vs milepost for the pipeline segments between the nearest upstream and downstream
pump stations) spanning the sensitive easements,
b) on the elevation profile, a line indicating the Maximum Operating Pressure, or MOP,
c) on the elevation profile, a hydraulic profile at the
design rate case (various additional rates may be
included as well for large elevation changes),
d) location of mainline valves and their type of operation (e.g., manual, remote, automatic), as well as
specific safety design if warranted,
576a
e) general location/type of critical leak detection
monitoring devices by milepost,
f) identification by milepost range of High Consequence Areas, and
g) given the numerous pipeline failures following
ILI tool runs, further requirements are warranted
on the type of ILI tool to be run, its frequency,
and tool limitations for the segments that could
threaten and affect the federal waters.
Without such information an EA for a specific pipeline is incomplete.”
RESPONSE: Dynamic Systems, third party engineers, conducted the risk analysis for DAPL. According to ETP, Dynamic Systems considered the items
recommended by Accufacts during their preparation
of the risk analysis of the Lake Oahe crossing. Dynamic Systems, considered the following factors during their preparation of the risk analysis of the Lake
Oahe and Missouri River crossings:
a) Elevations of the Lake Oahe and Missouri River
crossings including elevations of the upstream
and downstream isolating valves on either side of
the HDD crossings of Lake Oahe and Missouri
River, along with locations and type of operation,
and the time to detect and isolate a leak.
b) The Design Basis Memorandum including the
Project MOP values at the locations of the two
HDD crossings.
577a
c) A hydraulic profile for the design rate case and elevations which account for elevation changes.
d) The location of mainline valves and the type of
operation (e.g., manual, remote, automatic) with
all excess flow restriction design analysis (EFRD)
as design safety mea
This text is long and has been trimmed here. Open the source document for the complete record.
This is a copy of a public record, reproduced as it was published. It is not legal advice, and it may not be the version a court would rely on. Check the official source before you cite it.