20140957 Ver 2_NCDEQ_Response_Part2_20170929_sent_20171002

Dominion Energy Services, no.
5000 Dominion Boulevard
Glen Allen, VA 23060
DominlonEnergy.cwm
September 29, 2017
ELECTRONIC MAII.
Jeff Poupart
Water Quality Section
North Carolina Department of Environmental Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
Jeff.Poupart(i�ncdenn gov
Re: Atlantic Coast Pipeline — DWR Project #14-0957 v2
Response to Request for Additional Information (Part 2 of 2)
401 Water Quality Certification Review
Dear Mr. Poupart:
Dominion
mow Energy°
Atlantic Coast Pipeline, LLC (Atlantic) is providing the enclosed responses to the North Carolina
Department of Environmental Quality's (NCDEQ) September 14, 2017, request for additional
information on Atlantic's Water Quality Certification application. The enclosed responses are in
addition to responses submitted on September 22, 2017 and complete the remaining responses to item
numbers l.b.i, and 6.c.
Atlantic respectfully requests that NCDEQ continue to process its application. Please contact
Spencer Tricll at [phone] or Spencer.TrichellLw, dominionenergy.com, if you have questions
regarding this submittal.
Please direct written responses to:
Richard
B. Gangle
Dominion Energy Services, Inc.
5000 Dominion Boulevard
Glen Allen, Virginia 23060
Richard B. Gdfigle
Environmental Manager, Atlantic Coast Pipeline
cc: Spencer Trichell (Dominion Energy)
Jennifer Burdette (NCDEQ)
Enclosure —Response Materials and Appendices

Atlantic Coast Pipeline
North Carolina Department of Environmental Quality
Response to Information Request for 401 Water Quality Certification
Dated September 14, 2017
Atlantic Coast Pipeline
September 29, 2017
Response to NCDEQ Request for Additional Information dated September 14, 2017:
The North Carolina Department of Environmental Quality (NCDEQ), Division of Water
Resources (Division), sent a "Request for Additional Information" to Atlantic Coast Pipeline,
LLC (Atlantic), dated September 14, 2017, to address public comments from a public comment
period held by the Division between June 16 and August 19, 2017, and to address public
comments from public hearings held on July 18 and 20, 2017. Consistent with a previous
request for information submitted to Atlantic dated June 28, 2017, the Division stated that
Atlantic's response to the September 14 request was necessary to process Atlantic's application
requesting an Individual Water Quality Certification/Buffer Authorization for the Atlantic Coast
Pipeline Project (ACP or Project). Atlantic has reviewed the NCDEQ request for additional
information and is providing the following responses and attached information according to the
NCDEQ request.
This is part 2 of Atlantic's submittal. Previously submitted items are noted in the responses
below. Each of the requests for information, as numbered in the NCDEQ request, is provided
below, followed by Atlantic's response in italics:
1. The project involves numerous stream crossings that have the potential to affect
downstream water quality both temporarily during construction and permanently.
Your application and responses to the Division provide thorough general
descriptions of the plans for the project, however more site-specific detail is
necessary to ensure that downstream water quality is protected. Provide the
additional justification requested below:
a. Add a column to the Wetland and Waterbody Crossing table (appendix C-1)
for each waterbody more than 30 feet in width that provides site specific
reasons why each crossing could not be completed using the HDD method
or a conventional bore to avoid impacts to the stream channel.

Atlantic Coast Pipeline
North Carolina Department of Environmental Quality
Response to Information Request for 401 Water Quality Certification
Dated September 14, 2017
September 29, 2017
Atlantic's Response:
Response to this information request was provided to NCDEQ on September 22,
2017 via email, and hard copy on September 26, 2017 via FedEx.
b. Many crossings are proposed to be installed using the open cut method that
do not make accommodations for the work to be completed in the dry or
without exposure to flowing water.
i. Provide a site-specific justification for not working in the dry and a
crossing plan for each open cut crossings proposed. These plans
should include turbidity curtain locations, and upstream/downstream
water quality sampling locations for turbidity and total dissolved
solids (sampling for total dissolved solids is only required within
Water Supply Watershed areas).
Atlantic's Response:
Atlantic received comments on construction erosion and sediment control
plans from NCDEQ Division of Energy, Mineral and Land Resources and
Atlantic is working to update plans based on these comments. Atlantic has
modified the construction erosion and sediment control drawings to include
turbidity curtains and water quality sampling locations where the open cut
method is proposed at perennial waterbody crossings; provided along with
this submittal (Appendix A).
Atlantic will sample water 50 feet above and 50 feet below perennial
waterbody crossings that are open cut and where water is present at the
time of construction. Monitoring will occur at a minimum rate of 2 times per day
during the period when active construction is occurring, in both the background
location (50 feet above activity) and downstream location (50 feet below activity).
The first monitoring event will occur approximately 30 minutes prior to the
commencement of construction, and the second will occur a minimum 2-4 hours
after start of instream construction. Measurements of turbidity grab samples will
continue during instream pipeline installation activities. Once the crossing is
complete and restoration occurs, monitoring will be conducted for four days at a
minimum rate of I time per day to evaluate residual impacts due to construction.
Should the post -construction turbidity readings (4 -day average) exceed
standards, remediation of the source will occur and monitoring will continue once
per day until the source is addressed and readings are within water quality
standards. Turbidity will be measured in the field at each of the perennial
open cut crossings listed in Table I below, and total dissolved solids will be
2

Atlantic Coast Pipeline
North Carolina Department of Environmental Quality
Response to Information Request for 401 Water Quality Certification
Dated September 14, 2017
September 29, 2017
measured at those within water supply watersheds (these streams are
identified with a TDS in Table 1).
Atlantic Coast Pipeline - Review of Perennial Waterbodies with Proposed Open Cut Crossing Methods in North Carolina
Milepost
Feature ID
Waterbod Name(feet)
Ordinary High
Water Mark Width
Water Monitoring Parameters
AP -2
1.9
snrh006
Jacks Swamp
15
Turbidity
23.1
sh1h017
Beaverdam Swamp
45
Turbidity
26.6
sh1h009
UNT to Burnt Coat Swamp
8
Turbidity
27.4
sh1h011
Jacket Swamp
25
Turbidity
29.8
sh1a001
Breeches Swamp
15
Turbidity
42.1
snah025
UNT to Flat Rock Branch
10
Turbidity
42.2
snah026
UNT to Flat Rock Branch
4
Turbidity
44.4
snac001
Flat Rock Branch
8
Turbidity
44.8
sna 012
Flat Rock Branch
6
Turbidity
47.6
snah009
Pig Basket Creek
25
Turbidity
48.7
DKSQ NC_002
(renamed
snah015)
Stony Creek
28
Turbidity
53.3
snah021
UNT to Sapony Creek
10
Turbidity & TDS
56.3
snah024
Sapony Creek
20
Turbidity & TDS
56.6
snah022
UNT to Sapony Creek
10
Turbidity & TDS
69.7
swio007
Marsh Swamp
8
Turbidity
79.5
sjob104
Little Buffalo Creek
20
Turbidity
86.5
s'oo004
Little Creek
4
Turbidity
97.5
s'oo008
Polecat Branch
8
Turbidity
102.8
s'ob004
UNT to Hannah Creek
4
Turbidity
117.2
ssa 003
Juniper Run
12
Turbidity
118.9
ssao007
Beaverdam Swamp
9
Turbidity
119.7
ssaa001
Beaverdam Swamp
25
Turbidity
122.2
ssao006
Starlins Swamp
15
Turbidity
122.3
ssao005
Starlins Swamp
20
Turbidity
126.8
scm 009
UNT to Cape Fear River
8
Turbidity
127.3
scm 010
UNT to Cape Fear River
6
Turbidity
174.0
sroh010
Raft Swamp
40
Turbidity & TDS
AP -3
5.9
snrpO17
UNT to Cypress Creek
7
Turbidity
5.9
snrpO16
UNT to Cypress Creek
9
Turbidity
10.0
snro003
Cypress Creek
30
Turbidity
Reason for the open cut crossings listed in the table above:
For longer crossings in saturated wetland areas, significant disturbance to the
adjacent wetland would be created by configuring the site for a dry crossing.
Each site specific scenario would result in a different set of impacts, but generally
setting up for an open cut crossing takes more time and more traffic within the
adjacent wetlands, which can lead to more compaction of wet soils, and the
duration of time the waterbody and wetland are exposed to the disturbance.
Additionally, saturated soils are generally low in strength and will increase the
complexity associated with and time required to configure this site and install a

Atlantic Coast Pipeline
North Carolina Department of Environmental Quality
Response to Information Request for 401 Water Quality Certification
Dated September 14, 2017
September 29, 2017
dry crossing. Moving wet soils takes more time, and in order to hold the trench
may require additional stabilization measures such as sheet pile, adding
additional time and equipment passes through the wetlands. Open cutting these
crossings will expedite the installation and minimize impacts to the waterbody,
adjacent wetland, and associated habitat.
ii. Your July 12, 2017 response to the Division indicated that the open
cut method was proposed for several crossings due to the presence of
inundated wetlands. Many of these wetlands do not appear to be
inundated based on aerial photography and identification of a discrete
channel by the field survey. Provide documentation that the adjacent
wetlands are inundated beyond the discrete channel for each of these
crossings.
Atlantic's Response:
Response to this information request was provided to NCDEQ on September 22,
2017 via email, and hard copy on September 26, 2017 via FedEx.
iii. Your July 12, 2017 response to the Division also stated that utilizing
a dry method for several stream crossings would result in more
impact for a longer duration. Provide an explanation of the additional
impact and duration of the impact compared to using a dry method,
including specific plans showing the additional impact.
Atlantic's Response:
Response to this information request was provided to NCDEQ on September 22,
2017 via email, and hard copy on September 26, 2017 via FedEx.
iv. Both dam and pump and flume method are listed for many stream
crossings. Provide the criteria for selecting one method over the
other, including who will make the decision and when the decision
will be made.
Atlantic's Response:
Response to this information request was provided to NCDEQ on September 22,
2017 via email, and hard copy on September 26, 2017 via FedEx.
v. The typical diagrams for each stream crossing method indicate that a
temporary bridge will be installed "if needed". Provide the criteria to
4

Atlantic Coast Pipeline
North Carolina Department of Environmental Quality
Response to Information Request for 401 Water Quality Certification
Dated September 14, 2017
September 29, 2017
determine if a temporary bridge will be needed. If a temporary
bridge isn't needed, explain how equipment will operate without
crossing back and forth within the stream channel.
Atlantic's Response:
Response to this information request was provided to NCDEQ on September 22,
2017 via email, and hard copy on September 26, 2017 via FedEx.
vi. Provide construction drawings, including construction sequencing for
the Neuse River crossing.
Atlantic's Response:
Response to this information request was provided to NCDEQ on September 22,
2017 via email, and hard copy on September 26, 2017 via FedEx.
c. Provide a restoration plan for all stream crossings. This can be accomplished by
providing a site-specific plan for each crossing, or by providing a typical
restoration plan for each different type of restoration (e.g., restoration of
preconstruction contours, laying back banks on incised streams, or placement of
riprap to ensure streambank stability where the conditions at the crossing warrant
this protection) and assigning which restoration plan will be used at each stream
crossing.
Atlantic's Response:
Response to this information request was provided to NCDEQ on September 22,
2017 via email, and hard copy on September 26, 2017 via FedEx.
d. Provide a plan to monitor all stream and wetland restoration through two growing
seasons once vegetation is established. Explain your method for determining
whether the success criteria provided in your application are met.
Atlantic's Response:
Response to this information request was provided to NCDEQ on September 22,
2017 via email, and hard copy on September 26, 2017 via FedEx.
2. There are numerous places throughout the application where qualifiers are used when
citing methods to protect water quality (e.g., may, as appropriate, as near as practical,
where feasible, when needed, etc.). Propose a standard method and provide justification

Atlantic Coast Pipeline
North Carolina Department of Environmental Quality
Response to Information Request for 401 Water Quality Certification
Dated September 14, 2017
September 29, 2017
for each variation from the standard for each waterbody crossing not using the standard
method.
Atlantic's Response:
Response to this information request was provided to NCDEQ on September 22,
2017 via email, and hard copy on September 26, 2017 via FedEx.
3. Provide a list of the drinking water well testing parameters.
Atlantic's Response:
Response to this information request was provided to NCDEQ on September 22,
2017 via email, and hard copy on September 26, 2017 via FedEx.
4. Provide the locations and rate of discharge of hydrostatic test water.
Atlantic's Response:
Response to this information request was provided to NCDEQ on September 22,
2017 via email, and hard copy on September 26, 2017 via FedEx.
5. The Division received numerous comments expressing concerns over potential
sedimentation and turbidity from the construction of the pipeline. The Division
understands from the Division of Energy, Mineral and Land Resources (DEMLR) that
the proposed pipeline has submitted two Sediment & Erosion Control Plans for review
(one for Northampton, Halifax, Nash, Wilson, and Johnston Counties, on for Sampson,
Cumberland, and Robeson Counties), but there may be an exemption from NPDES
Stormwater permitting.
a. Provide all Sediment & Erosion Control plans for the project using the following
link: https:Hedocs.deq.nc.gov/Forms/SppDlemental-Information-Form.
Atlantic's Response:
Response to this information request was provided to NCDEQ on September 22,
2017 via email, and hard copy on September 26, 2017 via FedEx.
b. Provide an overview of the sediment and erosion control measures you plan to
implement as part of you Sediment & Erosion Control Plan, including if there are
any measures or steps you plan to voluntarily take above the minimum
requirements (e.g., implementing the requirements in Section II.B of the
NCGO10000 Construction Stormwater General Permit, etc.).
0

Atlantic Coast Pipeline
North Carolina Department of Environmental Quality
Response to Information Request for 401 Water Quality Certification
Dated September 14, 2017
September 29, 2017
Atlantic's Response:
Response to this information request was provided to NCDEQ on September 22,
2017 via email, and hard copy on September 26, 2017 via FedEx.
6. The Division requires additional information regarding cumulative impacts. It is
important to note that an analysis of cumulative impact is required regardless of whether
these projects are separate from the ACP, not within ACP's purview or undertaken by
entities other than ACP.
a. Provide a map of the proposed pipeline showing all existing transmission
pipelines and their associated distribution points in North Carolina.
Atlantic's Response:
Response to this information request was provided to NCDEQ on September 22,
2017 via email, and hard copy on September 26, 2017 via FedEx.
b. Provide the shapefiles for the proposed pipeline route.
Atlantic's Response:
Response to this information request was provided to NCDEQ on September 22,
2017 via email, and hard copy on September 26, 2017 via FedEx.
c. The application indicates Metering and Regulation stations will be constructed in
Johnston, Cumberland, and Robeson Counties. Provide a qualitative cumulative
impacts analysis for these counties. Refer to the Division's Cumulative Impact
Policy for 401 and Isolated Wetland Permitting Program (Ver 2. 1, dated April 10,
2004) for guidance, available online:
htlps:Hfiles.nc. gov/ncdeq/Water%20Qaualiiy/Surface%2OWater%20Protection/40
I/Policies Guides Manuals/CumulativeImpactPolicypdf
Atlantic's Response:
Atlantic completed a qualitative cumulative impacts analysis for the counties
with Metering and Regulation stations, included as Appendix B.
d. Based on the Division's review, the proposed pipeline will cross Moccasin Creek
[27-53-(0.5)] in Johnston County, which is a 303d stream impaired for benthos.
7

Atlantic Coast Pipeline
North Carolina Department of Environmental Quality
Response to Information Request for 401 Water Quality Certification
Dated September 14, 2017
September 29, 2017
The proposed pipeline will also cross just upstream of the following 303d
streams:
i. Stony Creek [28-68b] in Nash County, which is impaired for benthos and
dissolved oxygen;
ii. Tar River [28-(36)b] in Nash County, which is impaired for dissolved
oxygen; and
iii. Mill Creek [27-52-(1)b] in Johnston County, which is impaired for
dissolved oxygen.
Based on past concurrent construction projects, provide a quantitative cumulative
impact analysis from construction activities for the 4 watersheds listed above.
Alternatively, provide a commitment to implement the requirements in Section
H.B. of the NCGO10000 permit, or other similar additional best management
practices, in these 4 watersheds.
Atlantic's Response:
Response to this information request was provided to NCDEQ on September 22,
2017 via email, and hard copy on September 26, 2017 via FedEx.
Atlantic has provided these responses within 30 days from September 14, 2017, per NCDEQ's
request for additional information.

Appendix A
Revised Drawings Including Turbidity Curtain Locations and
Water Monitoring Sample Locations

HIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
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'HIS DRAWING WAS PRODUCED WITH COMPUTER LADED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.

HIS DRAWING WAS PRODUCED WITH COMPUTER LADED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
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HIS DRAWING WAS PRODUCED WITH COMPUTER LADED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.

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33 OF 189
� STYRBIOITY SAMPLING LOCATION (PLAN VIEW)
SO' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW) WATERBAR (PLAN VIEW)
HIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.

C 2017 CAI Consultants, Inc.
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SO' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW) 'Ai WATERBAR (PLAN VIEW)
36 OF 189
HIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.

C 2017 GAI Consultants, Inc.
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48 OF 189
� STYRBIOITY SAMPLING LOCATION (PLAN VIEW)
O'
SO' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW) WATERBAR (PLAN VIESN
MIS DRAWING WAS PRODUCED WITH COMPUTER LADED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.

THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
C 2017 GAI Consultants, Inc.
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THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.

THIS DRAWING WAS PRODUCED WITH COMPUTER LADED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
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LEGEND
V PERMANENTWATERBARISLOPE BREAKER
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D
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54 OF 189
—:— INATERBAR(PLAN VIEW)
THIS DRAWING WAS PRODUCED WITH COMPUTER LADED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.

HIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
C 2017 GAI Consultants, Inc.
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PERMANENT WATERBARISLOPE BREAKER
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NOTES:
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PERMANENT WATERBARISLOPE BREAKER
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MIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.

THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
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THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
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THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.

THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
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THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.

MIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
C 2017 GAI Consultants, Inc.
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MIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.

HIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
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HIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.

HIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
© 2017 GAI Consultants, Inc.
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PROPOSED GAS PIPELINE SS R� R� R� SS
LINE (NO GROUND SURVEY) ESS CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
PROPOSED GAS PIPEES
� 50' TURBIDITY SAMPLING LOCATION
(PLAN VIEW) Q
WATERBAR OUTLET (PLAN VIEW)
D
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WATERBAR (PLAN VIEW)
109 OF 189
HIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.

C 2017 GAI Consultants, Inc.
NOTE: 600
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LEGEND V PERMANENT WATERBARISLOPE BREAKER LOD LIMIT OF DISTURBANCE 1, COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY UFMWITHNAGMWUM,ZONED.US 3URVEYFO0T.CENTRALMERIDMNSYW.
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N TH.
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AREBASE
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6 STREAM CROSS ING 5. STREAMANDWETIAND OATASHOWN ON THEDRAWINGS WAS PROVIDED BY ERM.
6. EROSIONANING SH ENTATION CONTROL ELEMEMS MAYSESHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY.ACUAL INSTALLATION SHALL BEWITHIN THEWORNAREAS.
— — NTNG SHOWN ISSLOPESTATIONINE PROPOSED TEMPORARY R.O.W.LISP
STREAM W WATERLINE ORANGE SAFETY FENCE
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OH OVERHEAD UTILITY LINES EDGE OF GRAVEL ® -E­asxoxwN SET
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11
ACCESS ROAD PROPOSED PERMANENT EASEMENT .
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� 50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
E124
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW) WATERBAR (PLAN VIEW)
124 OF 189
'HIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.

MIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
C 2017 GAI Consultants, Inc.
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126 OF 189
MIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.

PHIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
O 2017 GAI Consultants, Inc.
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N EEA TH.
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SCALE: AS SHOWN
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THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
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THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
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SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0259
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300 BUSINESS CENTER DRIVE
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013 OF 84

Appendix B
Cumulative Impacts Assessment — Metering and Regulation Stations
in North Carolina

North Carolina Department of Environmental Quality —
Response to Information Request Dated September 14, 2017
Item 6.c.
CUMULATIVE IMPACTS ASSESSMENT FOR METERING AND REGULATION
STATIONS IN NORTH CAROLINA

BACKGROUND AND APPROACH
Cumulative impacts represent the incremental effects of a proposed action when added to
other past, present, and reasonably foreseeable future actions. Although the individual impact of
each separate action may be minor, the additive or synergistic effects of multiple actions could
be significant.
The purpose of this analysis is to identify and describe cumulative impacts that could
potentially result from construction and operation of the Smithfield Meter and Regulating
(M&R) Station, Fayetteville M&R Station, and Pembroke M&R Station. These facilities are
proposed to be constructed in Johnston, Cumberland, and Robeson Counties, NC, respectively,
as part of the Atlantic Coast Pipeline (ACP or Project). In accordance with the National
Environmental Policy Act (NEPA), the cumulative impacts of the M&R stations and other
projects or actions in the same areas are considered. A list of past, present and reasonably
foreseeable future projects in Johnston, Cumberland, and Robeson Counties is provided as
Attachment 1.
The analysis for this study uses an approach consistent with the methodology set forth in
relevant guidelines from the State of North Carolina Department of Environment and Natural
Resources (2001), Council on Environmental Quality (CEQ) (1997, 2005), and the U.S.
Environmental Protection Agency (EPA) (1999). Under these guidelines, the inclusion of
actions within the analysis is based on identifying commonalities of impacts from other actions
to potential impacts that will result from the ACP.
In order to avoid unnecessary discussion of insignificant impacts and projects and to
focus the analysis on relevant projects and potentially significant impacts, the cumulative
impacts assessment was conducted using the following guidelines:
• Another project must impact a resource category that also is potentially impacted
by the three M&R stations in the same general area as the Project. More
geographically distant projects were not considered because their impacts will
generally be localized and, therefore, will not contribute significantly to
cumulative effects in the same areas as the Project.
• The distance into the past and future that other projects could cumulatively impact
the same areas as the ACP is based on whether the impacts are short term, long
term, or permanent. Many of the impacts related to the M&R stations will occur
during the construction phase.
• Where a potential for cumulative impacts was indicated, those impacts have been
quantified to the extent practicable. In most cases, however, the potential impacts
could only be described qualitatively (e.g., impacts from projects that are in
planning stages or are contingent on economic conditions, availability of
financing, or the issuance of permits).
The criteria listed below define the region of influence, which is used in this cumulative
impacts assessment to describe the general area for which construction of the M&R stations

could contribute to cumulative impacts. The region of influence varies depending on the
resource being discussed. The anticipated cumulative impacts of the Project and other actions
are discussed below.
STUDY AREA BOUNDARIES
Atlantic analyzed cumulative impacts on resources found within the construction
footprints of the three M&R stations proposed in North Carolina. Other projects within three
counties were analyzed to determine if potential cumulative impacts on these resources would
occur. The proposed Smithfield M&R station is an approximately 5.5 acre site located in
Johnston County. The proposed Fayetteville M&R station is located in Cumberland County and
encompasses approximately 6.75 acres. The proposed Pembroke M&R station contains
approximately 2.5 acres and is located in Robeson County.
COUNTY DIRECTION AND GOALS
Smithfield M&R station is located in central Johnston County, in a rural setting
approximately 2.5 miles west from the town of Smithfield. According to the U.S. Census
Bureau, Johnston County had an estimated population increase of 13.3% from 2010 until early
2016. Johnston County has experienced a steady, long-term increase in economic activity. This
is attributed to the Research Triangle associated with Raleigh and Wake County. Recently, the
county has seen a transformation of a primarily agrarian land use to a mix of urban, agricultural,
and forested landscapes. According to the County Comprehensive Plan, Johnston County has
had significantly high growth rates since 1990, a trend expected to continue (Johnston County,
2009). The closest population center to the Smithfield M&R station is the town of Smithfield.
According to the town's website, Smithfield is considered a small, historic town with growing
business opportunities.
The Fayetteville M&R site is located in northern Cumberland County. The proposed site
is approximately 10 miles north of the city of Fayetteville and 1.5 miles west from the town of
Wade. The area immediately surrounding the site is rural and contains agricultural fields. In
2009, Cumberland County adopted a 2030 Growth Vision Plan and a Land Use Policies Plan that
describes growth in the economy and development while maintaining a desire to preserve open
space and rural character (Cumberland County, 2009).
The Pembroke M&R Station is located in Robeson County, North Carolina. According
to Robeson County's Comprehensive Plan with a Health and Wellness Component, population is
expected to increase approximately 20% by the year 2030 in surrounding counties. The town of
Pembroke, North Carolina is approximately 3 miles north of the Pembroke M&R Station. The
town experienced a 10.9% increase in growth from the year 2000-2010. Robeson County has
also seen an increase of housing of 10.3% between 2000 and 2010 (Robeson County, 2014).
INVENTORY OF FEATURES
Wetland and Waterbody Resources
Atlantic conducted wetland and waterbody delineations within the proposed construction
footprint of the three M&R stations located. One waterbody was documented within the

Fayetteville M&R Station boundary, an unnamed perennial tributary to the Cape Fear River. No
waterbodies were documented within the proposed construction footprints of the Smithfield and
Pembroke M&R Stations. No wetlands were delineated at any of the three sites.
Cultural Resources
Atlantic conducted cultural resource surveys within the proposed construction footprints
of the three M&R stations. No sites were identified.
Threatened and Endangered Species
Atlantic determined through consultation with federal and state agencies and the
completion of field surveys that no threatened and endangered species or their habitats are
present in the construction footprints at the Fayetteville, Smithfield, and Pembroke M&R
Stations.
Land -Use
The Smithfield, Fayetteville, and Pembroke M&R Stations are proposed to be built in
rural areas. The land within the proposed construction footprints of the three stations consists of
agricultural fields, tree plantations, or forest. An adjacent property to the Smithfield M&R,
owned by Robert & Wellons Inc., recently built an approximately 20 acre solar field.
Public Lands and Conservation Lands
There are no federal, state, or local public lands or conservation lands or easements within
the construction footprints of the Smithfield, Pembroke, and Fayetteville M&R Stations.
Recreation or Special Interest Areas
There are no recreation or special interest areas within the construction footprint of the
Smithfield, Pembroke, and Fayetteville M&R Stations.
Visually Sensitive Areas
No visually sensitive areas (e.g., scenic byways) occur in the vicinity of three M&R
Stations.
IMPACTS AND IMPACT CAUSING ACTIVITIES
Geology and Soils
Construction of the three M&R Stations will have direct temporary impacts on near -
surface geology and soils. Construction activities such as clearing could expose the soil to
erosive elements such as precipitation and wind. In addition, modest recontouring of the
elevations around the M&R Stations will be required to allow proper drainage of each site.
However, the grading will require minimal changes to existing contours. Impacts to geological
and soil resources will be minimized by implementing the 2013 versions of the Federal Energy
Regulatory Commission's Upland Erosion Control, Revegetation, and Maintenance Plan (Plan)

and Wetland and Waterbody Construction and Mitigation Procedures (Procedures), and
complying with the appropriate State permit requirements or guidelines. The FERC's Plan and
Procedures define industry standard best management practices for construction of natural gas
facilities, such as the implementation of erosion and sediment controls, and the restoration of
disturbed areas.
Construction of some of the other projects listed in Attachment 1 could coincide with the
schedule proposed for the M&R Stations. Projects that require significant excavation or grading
could also have temporary, direct impacts on near -surface geology and soils. However, the
duration and effect of these projects are expected to be minimized through the implementation of
erosion and sediment controls and restoration measures, similar to the ACP.
Waterbodies and Wetlands
Cumulative effects on surface water resources affected by the construction and operation
of the three M&R Stations will be limited to waterbodies that are affected by other projects
located within the same watershed. Of the three M&R stations, only the Fayetteville M&R
Station contains an unnamed perennial tributary to Cape Fear River within the parcel boundary.
This waterbody is outside the limits of disturbance planned for the M&R station, and therefore
will not be impacted. No other wetlands or waterbodies are contained within the footprint of the
three M&R stations in North Carolina. Therefore, no cumulative impacts to wetlands and
waterbodies are anticipated.
Cultural Resources
As noted above, no cultural resource sites were found in the construction footprints of the
three M&R stations. Therefore, no cumulative impacts on cultural resources are anticipated.
Threatened and Endangered Species
No threatened and endangered species or habitats were identified within the construction
footprints of the three M&R stations. Therefore no cumulative impacts on threatened and
endangered species are anticipated.
Land Use
Construction and operation of the three proposed M&R stations in North Carolina will
result in permanent conversion of agricultural fields, plantation forests, and forest land (Table 1).
Construction of other projects which affect agricultural lands, tree plantations, or forest lands
would result in cumulative impacts on these land -use types, though the impact would be minor to
negligible.
Public State or Conservation Lands; Recreation and Special Interest Areas,
There are no federal, state, or local public lands, conservation lands or easements, recreation
areas, or special interest areas within the construction footprints of the three M&R stations.
Therefore, no cumulative impacts are anticipated on these resource types.

Visual Resources
No visually sensitive areas are found in the vicinity of the three M&R stations, so no
cumulative impacts on these resources are anticipated.
Upon completion of construction, each of the M&R stations, which include aboveground
components, will be stabilized with gravel within a fenced enclosure for security. Lighting and
signage installed on the site will be designed to minimize impacts on adjacent areas. Atlantic
will consult with local jurisdictions regarding appropriate landscaping and/or other means of
mitigating the visual impacts of these facilities. As a result, there may be localized visual
impacts due to the construction of the Smithfield, Pembroke, or Fayetteville M&R Stations, but
these impacts would be minor and limited to the areas immediately surrounding the stations.
Socioeconomics and Environmental Justice
As part of the environmental analysis, Atlantic analyzed socioeconomic impacts on
Social Justice Communities. In Johnston County, both the percentage of the population below
the poverty threshold and percent minority were below the overall poverty and minority statistics
for the State (Table 2). The Smithfield M&R Station is located in a rural location with few
residential structures located within approximately 0.25 mile. Cumberland County is above the
state average for percentage of poverty and minority populations. However, based on the review
of the EPA EJScreen mapper, the census tract indicates that these population statistics represent
the entire region and are not limited to Cumberland County. The Percent Minority for Robeson
County is above the state statistics for minority populations (Table 2). However, based on the
review of the EPA EJScreen mapper, the census tract indicates that these population statistics
represent the entire region and are not limited to Robeson County.
The FERC provided an analysis of impacts on socioeconomic conditions and an assessment
of environmental justice factors in the Environmental Impact Statement prepared for the ACP. The
FERC concluded that the ACP would not result in disproportionately high and adverse impacts on
environmental justice populations with the implementation of mitigation measures identified Atlantic
or required by federal and state review agencies. Therefore, no cumulative impacts on environmental
justice populations are anticipated.
TABLE 1
Summary
of Land Use Types Affected by Construction and Operation of
the Smithfield,
Pembroke, and Fayetteville M&R Stations (in acres)
Agriculture -
Tree
Agriculture -
Plantation/
Crops and
Harvest
Pasture
Forest
Forest Developed Open
Wetland
Open
Water
Total
M&R Station
Con.' Op b
Con. Op.
Con. Op. Con. Op. Con. Op.
Con. Op.
Con.
Op.
Con. Op.
Smithfield
1.3 1.3
4.2 4.2
<0.1 <0.1 0.0 0.0 0.0 0.0
0.0 0.0
0.0
0.0
5.5 5.5
M&R Station
Fayetteville
6.4 6.4
<0.1 <0.1
0.3 0.3 0.0 0.0 0.0 0.0
0.0 0.0
0.1
0.1
6.8 6.8
M&R Station
Pembroke
2.5 2.5
0.0 0.0
0.0 0.0 <0.1 <0.1 0.0 0.0
0.0 0.0
0.0
0.0
2.5 2.5
M&R Station
' Construction Impacts
b Operational Impacts
Visual Resources
No visually sensitive areas are found in the vicinity of the three M&R stations, so no
cumulative impacts on these resources are anticipated.
Upon completion of construction, each of the M&R stations, which include aboveground
components, will be stabilized with gravel within a fenced enclosure for security. Lighting and
signage installed on the site will be designed to minimize impacts on adjacent areas. Atlantic
will consult with local jurisdictions regarding appropriate landscaping and/or other means of
mitigating the visual impacts of these facilities. As a result, there may be localized visual
impacts due to the construction of the Smithfield, Pembroke, or Fayetteville M&R Stations, but
these impacts would be minor and limited to the areas immediately surrounding the stations.
Socioeconomics and Environmental Justice
As part of the environmental analysis, Atlantic analyzed socioeconomic impacts on
Social Justice Communities. In Johnston County, both the percentage of the population below
the poverty threshold and percent minority were below the overall poverty and minority statistics
for the State (Table 2). The Smithfield M&R Station is located in a rural location with few
residential structures located within approximately 0.25 mile. Cumberland County is above the
state average for percentage of poverty and minority populations. However, based on the review
of the EPA EJScreen mapper, the census tract indicates that these population statistics represent
the entire region and are not limited to Cumberland County. The Percent Minority for Robeson
County is above the state statistics for minority populations (Table 2). However, based on the
review of the EPA EJScreen mapper, the census tract indicates that these population statistics
represent the entire region and are not limited to Robeson County.
The FERC provided an analysis of impacts on socioeconomic conditions and an assessment
of environmental justice factors in the Environmental Impact Statement prepared for the ACP. The
FERC concluded that the ACP would not result in disproportionately high and adverse impacts on
environmental justice populations with the implementation of mitigation measures identified Atlantic
or required by federal and state review agencies. Therefore, no cumulative impacts on environmental
justice populations are anticipated.

Air Quality and Noise
Johnston, Cumberland, and Pembroke Counties are currently designated as being in
attainment with the National Ambient Air Quality Standards (NAAQS) for all criteria pollutants.
As shown in Table 3, the emissions from the M&R stations would be minor and would not be
expected to result in a significant cumulative impact on local or regional air quality.
TABLE 3
Potential Emissions by M&R Station for the Atlantic Coast Pipeline
M&R Station NOx CO voc SO2 PM/PMI°/ PM2.5 CO2e
(tons per year)
Fayetteville M&R Station 0.039 0.304 0.147 1.4E-05 0.001 157
(Johnston County, North Carolina)
Pembroke M&R Station 0.039 0.304 0.227 1.4E-05 0.001 248
(Robeson County, North Carolina)
Smithfield M&R Station 0.039 0.304 0.238 1.4E-05 0.001 259
(Johnston County, North Carolina)
Notes:
Emission factors used in all calculations were supplied by the manufacturer or retrieved from EPA's AP -42 Sections 1.4 and 3.2.
Assume all particulate matter (PM) is less than 1.0 microns.
Equivalent carbon dioxide (CO2e) emissions were calculated based upon Table A-1 of 40 Code of Federal Regulations Part 98 Subpart A.
Construction of the Fayetteville, Smithfield, and Pembroke M&R stations will result in
short term noise impacts. Construction activities for the M&R Sites will be performed with
standard heavy equipment such as a track -excavator, backhoe, bulldozers, dump truck(s), and
concrete trucks. Many construction machines operate intermittently and the type of machines in
use at construction site changes with the construction phase. Construction of the Projects may
result in short-term, temporary acoustical impacts due to earthwork (e.g., site grading) and
installation of the proposed facilities. Aboveground facility construction activities will most
likely occur between the hours of 6 a.m. and 10 p.m. During operation, M&R stations produce a
limited amount of noise as the sites consist primarily of piping connections, and in some cases,
fired heaters. Therefore, no cumulative air and noise impacts are anticipated.
Reliability and Safety
Potential impacts of the Fayetteville, Smithfield, and Pembroke M&R stations on public
safety will be mitigated through implementation of PHMSA's Minimum Federal Safety
Standards in 49 CFR 192, which are designed to protect the public and prevent natural gas
TABLE2
Population Statistics
Percent (%)BelowPove
Proposed M&R Station
County
Threshold
Percent (%) Minority
Smithfield M&R
Johnston
15.4
21.6
Fayetteville M&R
Cumberland
31.6
69.9
Robeson
Pembroke
17.5
48.1
Overall
State of North Carolina
17.4
30.5
Air Quality and Noise
Johnston, Cumberland, and Pembroke Counties are currently designated as being in
attainment with the National Ambient Air Quality Standards (NAAQS) for all criteria pollutants.
As shown in Table 3, the emissions from the M&R stations would be minor and would not be
expected to result in a significant cumulative impact on local or regional air quality.
TABLE 3
Potential Emissions by M&R Station for the Atlantic Coast Pipeline
M&R Station NOx CO voc SO2 PM/PMI°/ PM2.5 CO2e
(tons per year)
Fayetteville M&R Station 0.039 0.304 0.147 1.4E-05 0.001 157
(Johnston County, North Carolina)
Pembroke M&R Station 0.039 0.304 0.227 1.4E-05 0.001 248
(Robeson County, North Carolina)
Smithfield M&R Station 0.039 0.304 0.238 1.4E-05 0.001 259
(Johnston County, North Carolina)
Notes:
Emission factors used in all calculations were supplied by the manufacturer or retrieved from EPA's AP -42 Sections 1.4 and 3.2.
Assume all particulate matter (PM) is less than 1.0 microns.
Equivalent carbon dioxide (CO2e) emissions were calculated based upon Table A-1 of 40 Code of Federal Regulations Part 98 Subpart A.
Construction of the Fayetteville, Smithfield, and Pembroke M&R stations will result in
short term noise impacts. Construction activities for the M&R Sites will be performed with
standard heavy equipment such as a track -excavator, backhoe, bulldozers, dump truck(s), and
concrete trucks. Many construction machines operate intermittently and the type of machines in
use at construction site changes with the construction phase. Construction of the Projects may
result in short-term, temporary acoustical impacts due to earthwork (e.g., site grading) and
installation of the proposed facilities. Aboveground facility construction activities will most
likely occur between the hours of 6 a.m. and 10 p.m. During operation, M&R stations produce a
limited amount of noise as the sites consist primarily of piping connections, and in some cases,
fired heaters. Therefore, no cumulative air and noise impacts are anticipated.
Reliability and Safety
Potential impacts of the Fayetteville, Smithfield, and Pembroke M&R stations on public
safety will be mitigated through implementation of PHMSA's Minimum Federal Safety
Standards in 49 CFR 192, which are designed to protect the public and prevent natural gas

facility accidents and failures. Atlantic will design, construct, operate, and maintain the M&R
facilities in accordance with the regulations in 49 CFR 192 and other applicable laws and
regulations. In addition, Atlantic will implement the mitigation measures specified in all safety
plans and procedures. Other projects potentially constructed in the vicinity of the ACP will be
required to adhere to the safety requirements, procedures, and laws and regulations applicable to
those projects. Therefore, no cumulative reliability or safety impacts are anticipated.
Cumulative Impact Analysis Summary
Past, present, and reasonably foreseeable future projects in close proximity to the
proposed M&R project areas were identified for inclusion in this cumulative impacts assessment.
Smithfield M&R Station in Johnston County and Pembroke County M&R Station in Robeson
County do not have wetlands or waterbodies in the proposed construction footprints. The
Fayetteville M&R Station in Cumberland, County contains one waterbody. It is not anticipated
that the construction and operation of the this M&R Station will result in cumulative impacts to
water quality due to the implementation of erosion and sediment controls and other best
management practices at this.
Other potential impacts, such as air and noise and land use impacts, associated with the
M&R stations will be temporary and minor when considered in combination with other past,
present, and reasonably foreseeable activities. Some minor long-term cumulative impacts could
occur on forested lands; however, most of the forested areas that will be cleared due to
construction of the M&R stations consist of tree plantation. No cumulative impacts are
anticipated for cultural resources, threatened and endangered species, public lands, conservation
lands, visually sensitive areas, recreation areas, special interest areas, and environmental justice
populations.
In summary, due to the implementation of specialized construction techniques, the
relatively short construction timeframe in any one location, and carefully developed resource
protection and mitigation plans, minimal cumulative effects are anticipated when the impacts of
the M&R Stations are added to the projects identified in Attachment 1.
References
Cumberland County. 2008. 2030 Growth Vision Plan Policies and Actions. Available online at
https://www. co. cumberland.nc.us/planning/downloads/growth/203 0_Growth_Vision_Pla
n Sept08_032709_P1Bdcopy.pdf
Johnston County. 2009.2030 Comprehensive Plan. Available online at
http://www.johnstonnc.com/mainpage.cfm?category_level_id=766. Accessed September
2017.
Robeson County. 2014. Comprehensive Plan with a Health & Wellness Component. Available
online at http://publichealth.southemregionalahec.org/robeson/docs/3-10-
2014%20DRAFT%20Robeson%20County%20Comp%20Plan.pdf. Accessed September
2017.

U.S Environmental Protection Agency. 2017. EJSCREEN: Environmental Justice Screening and
Mapping Tool. Available online at https://www.epa.gov/ejscreen. Accessed September
2017.

Attachment 1
Past, Present, and Reasonably Foreseeable Future Projects for the Atlantic Coast Pipeline
Closest Distance
Facility/State/
Common
and Direction From
Project Name
Proponent
Counties/Cities
Description
Project
Status
North Carolina
Complete 540
North Carolina Department
Johnston
Completion of
Unknown
Anticipated
of Transportation
Highway 540 toll road
Spring 2018 to
Spring 2022
I-40 Widening —
North Carolina Department
Johnston
Road widening
20.4 miles
Anticipated start
Southeast Raleigh to
of Transportation
northwest
date Fall 2018
Clayton Project
through 2022
Lee -Selma 115 kV
Dominion
Johnston
Line relocation
Unknown
Anticipated Spring
Line
2016 through
Summer 2017
Erwin -Selma 230 kV
Dominion
Johnston
Line replacement
0.8 mile northwest
Anticipated Summer
Line
2015 through
Winter 2016
Atlantic Coast
Atlantic Coast Pipeline,
Johnston
A new office building
Entirely within the
Proposed, to
Pipeline Office
LLC
for pipeline operations
Smithfield M&R
coincide with
Building `
to be built on the same
Station
construction of the
site as the Smithfield
M&R station
M&R Station
Atlantic Coast
Atlantic Coast Pipeline,
Johnston
Utility services for the
Intersects
Proposed, to
Pipeline Utility
LLC
Smithfield M&R
Smithfield M&R
coincide with
Services `
Station and office
Station
construction of the
M&R Station
Atlantic Coast
Atlantic Coast Pipeline,
Johnston
Microwave tower at
Within the
Proposed, to
Pipeline
LLC
the Smithfield M&R
Smithfield M&R
coincide with
Communications
Station
Station
construction of ACP
Network `
aboveground
facilities
Selma -Wake 230 kV
Dominion
Johnston
Construction of line
Unknown
Anticipated Summer
Line
tap
2015 through Winter
2017
Piedmont Facility
Piedmont Natural Gas
Johnston,
Upgrades to existing
Intersects at the
Anticipated Winter
Modifications `
Cumberland,
facilities
Smithfield,
of 2016
Robeson
Fayetteville, and
Pembroke M&R
Stations
Erwin -Fayetteville
Dominion
Cumberland
Relocate structures for
Intersects near MPs
In progress —
115 kV — Change and
North Carolina
131.0 and 135.4
Summer 2013
Relocate
Department of
through Spring 2015
Transportation project
Fayetteville Dupont
Dominion
Cumberland
Install new tap line
Unknown
In progress — Winter
115 kV Line —
2014 through Spring
Cumberland Solar
2016
City
Fayetteville Dupont
Dominion
Cumberland
Install new tap line
Unknown
In progress — Spring
115 kV Line — Grays
2014 through
Creek Tap
Summer 2015
Fayetteville Dupont
Dominion
Cumberland
Install line switches
Unknown
Anticipated —
115 kV Line — Line
Winter 2014 through
Switches
Spring 2016
Fayetteville Fort
Dominion
Cumberland
Line relocation
Unknown
In progress — Winter
Bragg 230 kV Line —
2014 through Winter
Clifdalc Road
2015
Fayetteville Fort
Dominion
Cumberland
Line relocation
Intersects near MP
Anticipated —
Bragg 230 kV Line —
135.1
Winter 2014 through
I-295 Bypass
Spring 2016

Attachment 1
Past, Present, and Reasonably Foreseeable Future Projects for the Atlantic Coast Pipeline
Closest Distance
Facility/State/
Common
and Direction From
Project Name
Proponent
Counties/Cities
Description
Project
Status
Fayetteville Vander
Dominion
Cumberland
Install new tap line
Intersects near MP
In progress —
115 kV Line — Tap to
144.1; runs parallel
Summer 2014
Vander
from MPs 144.6 to
through Spring 2016
145.8
Fort Bragg Woodruff
Dominion
Cumberland
Install re -conductor
Unknown
In progress — Winter
Street Loop into
line
2014 through
Raeford
Spring 2017
Richmond — Fort
Dominion
Cumberland
Install transmission
Unknown
Anticipated —
Bragg 230 kV
loop
Summer 2015
through Winter 2018
U.S. 401 Corridor
North Carolina Department
Cumberland
Road expansion study
Unknown
Anticipated
Study
of Transportation
environmental
impact statement
date 2015; Not
funded
Atlantic Coast
Atlantic Coast Pipeline,
Cumberland
Utility services for the
Intersects
Proposed, to
Pipeline Utility
LLC
Fayetteville M&R
Fayetteville M&R
coincide with
Services `
Station
Station
construction of the
M&R Station
Atlantic Coast
Atlantic Coast Pipeline,
Cumberland
Microwave tower at
Within the
Proposed, to
Pipeline
LLC
the Fayetteville M&R
Fayetteville M&R
coincide with
Communications
Station
Station
construction of ACP
Network `
aboveground
facilities
Piedmont
Piedmont Natural Gas
Cumberland,
Modifications to
Varies
Anticipated Winter
Aboveground
Robeson
existing aboveground
of 2018
Facilities
facilities
Piedmont Pipeline °
Piedmont Natural Gas
Robeson
26 miles of 20 -inch
Intersects at MP
Anticipated Winter
natural gas pipeline
181.8
of 2018
St. Pauls Johnson
Johnson Brothers Utility
Robeson
New asphalt plant
2.2 miles southeast
In progress — Phase I
Brothers Facility
and Paving Company
completed July 2014
Weatherspoon — LOF
Dominion
Robeson
Convert to remote
Unknown
In progress — Spring
115 kV
control
2014 through Fall
2015
Weatherspoon Plant
Dominion
Robeson
Install tap for solar
Unknown
Anticipated — Spring
— Delco Bladen Solar
facility
2015 through Winter
Farm Tap
2016
Weatherspoon Plant
Dominion
Robeson
Replace structures
Unknown
Anticipated — Spring
— Delco Replace
2015 through
Solar Tap
Summer 2016
Weatherspoon Plant
Dominion
Robeson
Install tap for solar
Unknown
Anticipated -
- Fayetteville Solar
facility
Winter 2014 through
Farm Tap
Summer 2016
Weatherspoon Plant
Dominion
Robeson
Install tap for solar
Unknown
In progress — Fall
— Fayetteville Solar
facility
2014 through Spring
Tap
2016
Weatherspoon Plant
Dominion
Robeson
Line replacement
Unknown
Anticipated -
- Latta Replace and
Winter 2016 through
Pole Transmission
Summer 2017
Weatherspoon Plant
Dominion
Robeson
Replace existing
Unknown
Anticipated -
- LOF 115 kV
structures
Winter 2016 through
Structure Replace
Spring 2017
Weatherspoon Plant
Dominion
Robeson
Replace existing
Unknown
Anticipated -
- Marion 115 kV
structures
Winter 2015 through
Structure Replace
Summer 2016

Attachment 1
Past, Present, and Reasonably Foreseeable Future Projects for the Atlantic Coast Pipeline
Closest Distance
Facility/State/
Common
and Direction From
Project Name
Proponent
Counties/Cities
Description
Project
Status
Weatherspoon-
Dominion
Robeson
Line relocation
Unknown
Anticipated —
Raeford 115 kV Line
Summer 2016
Relocate
through Winter 2018
Weatherspoon-
Dominion
Robeson
Line replacement
Unknown
Anticipated —
Raeford 115 kV Line
Summer 2015
Replacement
through Summer
2017
Atlantic Coast
Atlantic Coast Pipeline,
Robeson
Utility services for the
Intersects
Proposed, to
Pipeline Utility
LLC
Pembroke M&R
Pembroke M&R
coincide with
Services °
Station
Station
construction of the
M&R Station
Atlantic Coast
Atlantic Coast Pipeline,
Robeson
Microwave tower at
Within the
Proposed, to
Pipeline
LLC
the Pembroke M&R
Pembroke M&R
coincide with
Communications
Station
Station
construction of ACP
Network °
aboveground
facilities
Atlantic Coast
Atlantic Coast Pipeline,
Johnston
A new office building
Smithfield M&R
To coincide with
Pipeline
LLC
for
Station
construction of the
Office Building
pipeline operations to
M&R
be built
station
on the same site as the
Smithfield M&R
Station
Atlantic Coast
Atlantic Coast Pipeline,
Johnston
Utility services for the
Smithfield M&R
To coincide with
Pipeline
LLC
Smithfield M&R
Station
construction of the
Utility Services
Station and
M&R
office
Station
Atlantic Coast
Atlantic Coast Pipeline,
Johnston
Microwave tower at
Smithfield M&R
To coincide with
Pipeline
LLC
the
Station
construction of the
Utility Services
Smithfield M&R
M&R
Station
Station
Piedmont Facility
Piedmont Natural Gas
Johnston
Piping modifications
Smithfield M&R
Construction in
Modifications
and
Station
Winter
additions for
2018
interconnect at
the Smithfield M&R
Station
Piedmont Facility
Piedmont Natural Gas
Cumberland
Piping modifications
Fayetteville
Construction in
Modifications
and
M&R Station
Winter
additions for the
2018
interconnect
at the Fayetteville
M&R Station
Atlantic Coast
Atlantic Coast Pipeline,
Cumberland
Utility services for the
Fayetteville
To coincide with
Pipeline
LLC
Fayetteville M&R
M&R Station
construction of the
Utility Services
Station
M&R
Station
Atlantic Coast
Atlantic Coast Pipeline,
Cumberland
Microwave tower at
Fayetteville
To coincide with
Pipeline
LLC
the
M&R Station
construction of ACP
Communications
Fayetteville M&R
aboveground
Network
Station
facilities
Piedmont Pipeline
Piedmont Natural Gas
Robeson
26 miles of 20-inch
Crosses;
Anticipated Winter
natural gas pipeline
Pembroke M&R
2018
Station

Facility/State/
Project Name
Piedmont
Aboveground
Facilities
Atlantic Coast
Pipeline Utility
Services
Atlantic Coast
Pipeline
Communications
Network
McClauren
Subdivision
U.S. 70 Corridor
Fayetteville Outer
Loop
I-95 Diverging
Diamond
Interchange in
Lumberton
Complete 540
Lee-Sehna 115 kV
Line
Attachment 1
Past, Present, and Reasonably Foreseeable Future Projects for the Atlantic Coast Pipeline
Closest Distance
Common and Direction From
Proponent Counties/Cities Description Project Status
Piedmont Natural Gas
Atlantic Coast Pipeline,
LLC
Atlantic Coast Pipeline,
LLC
McClauren Subdivision
North Carolina
Department of
Transportation
North Carolina
Department of
Transportation
North Carolina
Department of
Transportation
North Carolina
Department of
Transportation
Duke Energy
Robeson
Piping modifications
Station
and additions for the
9.5 miles west
interconnect at the
Pembroke M&R
Pembroke M&R
Station
Station
Robeson
Utility services
Crossed
forthe
Cumberland
Pembroke
M&R Station
Robeson
Microwave
Manchester
tower at the
Robeson
Pembroke
M&R Station
Cumberland
36 -lot residential
Johnston
development
Johnston
Raleigh to
Station
Morehead City
9.5 miles west
major road
Pembroke M&R
expansion from
Station
U.S. Highway to
Fort Bragg
Interstate
Crossed
Highway
Cumberland
New road
construction and
Crosses
existing road
Manchester
improvements
Robeson
Intersection
improvement
Duke Energy
project
Johnston
Completion of
115 kV
Highway 540 toll road
Johnston
Line relocation
Pembroke M&R Construction in
Station Winter 2018
Pembroke M&R
To coincide with
Station
construction of
9.5 miles west
the M&R Station
Pembroke M&R
To coincide with
Station
construction of
Fort Bragg
the M&R Station
Crossed
Construction
12.8 miles west
schedule
unknown
Crosses
In development
Manchester
Construction date
unknown
6.3 miles west In progress — 2016
through 2020
9.2 miles south- Completed January
southeast 2017
Unknown
4.3 miles east
Erwin -Selma 230 kV
Duke Energy
Johnston
Line replacement
9.5 miles west
Line
Fort Bragg
Duke Energy
Cumberland
Install reconductor line
12.8 miles west
Woodruff—
Manchester
Erwin -Fayetteville
Duke Energy
Cumberland
Relocate structures
7.7 miles
115 kV
for North Carolina
northwest
— Change and
Department of
Relocate
Transportation
project
Fayetteville
Duke Energy
Cumberland
Install new tap line
2.7 miles west
Vander 115 kV
Line — Tap to
Vander
Fayetteville
Duke Energy
Cumberland
Install new tap line
6.8 miles west
Dupont 115 kV
Line —
Cumberland Solar
Anticipated Spring
2018 to Spring
2022
Anticipated Spring
2016
through Summer
2017
Anticipated 2017
In progress —
Fall 2014
through Spring
2017
Completed in Spring
2015
In
progress;
status
unknown
In
progress;
status
unknown

Attachment 1
Past, Present, and Reasonably Foreseeable Future Projects for the Atlantic Coast Pipeline
Closest Distance
Facility/State/
Common
and Direction From
Project Name
Proponent
Counties/Cities
Description
Project
Status
Fayetteville
Duke Energy
Cumberland
Install new tap line
6.8 miles west
Completed in
Dupont 115 kV
Summer 2015
Line — Grays
Creek Tap
Fayetteville
Duke Energy
Cumberland
Install line switches
6.8 miles west
In
Dupont 115 kV
progress;
Line — Line
status
Switches
unknown
Weatherspoon
Duke Energy
Robeson
Install tap for solar
2.8 miles
In
Plant —
facility
southeast
progress;
Fayetteville Solar
status
Farm Tap
unknown
Weatherspoon
Duke Energy
Robeson
Install tap for solar
2.3 miles
In
Plant — Solar Tap
facility
southeast
progress;
status
unknown
Weatherspoon
Duke Energy
Robeson
Replace existing
10.6 miles south
Anticipated—
Plant — LOF 115
structures
Winter 2016
kV Structure
through Spring
Replace
2017
Weatherspoon-
Duke Energy
Robeson
Line replacement
Crosses
In progress —
Raeford 230 kV
Summer 2015
Line Replacement
through Spring
2017
Weatherspoon —
Duke Energy
Robeson
Convert to remote
3.2 miles south
Completed
LOF 115 kV
control
Solar Farm
Robert & Wellons Inc.
Johnston
New solar farm
Abutting
Completed 2015 -
Smithfield M&R
2017
Station