Petition for Writ of Certiorari — Dakota Access, LLC, Petitioner v. Standing Rock Sioux Tribe, et al.

Supreme Court briefSep 20, 2021

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No. 21-

IN THE

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_______________

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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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