20181393 Ver 1_401 Application_20181010

ENERGY LAND & INFRASTRUCTURE
September 28, 2018
Mr. David Bailey, PWS
Regulatory Project Manager
U.S. Army Corps of Engineers
CE -SAW -RG -R
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Ms. Sue Homewood
North Carolina Department of Environmental Quality, Division of Water Resources
Winston-Salem Regional Office
450 W. Hanes Mill Rd., Suite 300
Winston Salem, NC 27105
RE: PRE -CONSTRUCTION NOTIFICATION PACKAGE
SAW -2018-00885
PIEDMONT NATURAL GAS, LINE 446 BELEWS CREEK GAS LINE PROJECT
GUILFORD, ROCKINGHAM, AND STOKES COUNTIES, NORTH CAROLINA
Dear Mr. Bailey and Ms. Homewood:
Enclosed please find a Pre -Construction Notification (PCN) package for the Line 446 Belews
Creek Gas Line Project in Guilford, Rockingham, and Stokes Counties, North Carolina. The project
will install approximately 9 miles of new 24 -inch transmission pipeline in response to a request from
Duke Energy Corporation (Duke Energy) for Piedmont Natural Gas (Piedmont) to provide a natural
gas supply to their Belews Creek Steam Plant. The applicant for this project is Piedmont Natural
Gas, 4720 Piedmont Row Drive, Charlotte, North Carolina 28210.
A Preliminary Jurisdictional Determination (PJD) was submitted June 6, 2018. Based on the field
review in August, several additions to the maps were requested. The revised maps are additionally
attached.
At this time we are applying for coverage under USACE Nationwide Permit 12 and for a 401 Water
Quality Certification under the North Carolina Department of Environmental Quality (DEQ) Division
of Water Resources Water Quality General Certification No. 4133. The proposed gas line will be
located within new permanent easements along the route. During construction, temporary
easements will also be used for construction. The proposed pipeline will be installed by horizontal
directional drilling (HDD), conventional bores, and open cut methods across streams and wetlands
along the project.
There will be temporary and permanent impacts to wetlands and streams during construction. The
wetlands and streams will be restored to their pre -project elevations and widths once construction
is complete, therefore being considered temporary impacts. The permanent impacts will be limited
to the conversion of wetlands from forested to non -forested. Erosion control best management
practices will be used throughout the project. Silt fence will be placed at each stream and wetland
crossing per the appropriate details. Wood mats will be placed across wetlands and streams to
allow construction traffic to cross. These temporarily placed mats will be removed once
construction is complete.
1420 Donelson Pike, Suite A-12, Nashville, Tennessee 37217 www.Eli-lic.com 615.383.6300
ENGINEERS • SURVEYORS • INFRASTRUCTURE • ENVIRONMENTAL

Enclosed please find the following parts of the permit application:
• Pre -Construction Notification (PCN) form
• PJD stream and wetland maps
• ORM spreadsheet — separate Excel file
• NCDEQ Division of Mitigation Services Acceptance letter
• Restoration Systems, LLC Statement of Mitigation Credit Availability
• Sequence of Events and Typical Equipment Plan
• Typical Right -of -Way Layout Drawing
• USFWS Correspondence
• SHPO Correspondence
• Horizontal Directional Drilling (HDD) Contingency Plan
• Project Plans
Several portions of the PCN form were not populating correctly. Therefore, I would like to elaborate
on the type of equipment to be used (section 3e, page 3). The proposed project is to construct a
24 -inch natural gas pipeline by open cut, horizontal directional drill (HDD), and conventional bore
using mechanized equipment. A diagram showing the sequence of events and typical equipment is
shown in the attached plans.
Another section of the PCN that I would like to elaborate on is the Avoidance and Minimization
(section la, page 6). A noteworthy design measure to avoid or minimize impacts is that the
proposed project will parallel an existing Duke Energy overhead line right-of-way (ROW) and along
much of the project it will share an easement line. This will allow the construction staff and
Piedmont staff to utilize many of the existing access roads to the existing Duke ROW. In several
areas, the proposed gas line easement moves away from the existing Duke ROW to avoid or
minimize impacts to streams (such as Streams 22, 23, 24, 20/35, 18) and to avoid a ravine.
Another way to minimize impacts to streams and wetlands with the proposed project is by avoiding
impacts within the temporary workspace at most of the crossings. Another way to avoid impacts is
by using HDD technology to bore Belews Lake; the group of pond 4, streams 16 and 17, and
wetland 20; and the group of streams 3, 4, and 5, and wetland 6/7. In the areas of the HDD bores,
the cleared easement is limited to only the 60 -foot permanent easement width or a reduced 30 -feet
width. Finally, impacts to a landfill site and a quarry site were avoided with re-routes around those
properties.
As part of Nationwide Permit #12 — Utility Line Activities for the Wilmington District, justification is
required for work corridors exceeding forty feet in width. As previously mentioned, the proposed
project is to construct a 24 -inch diameter natural gas pipeline. The pipeline will be installed within a
60 -foot wide permanent easement. Throughout the project, the temporary workspace adjacent to
the permanent easement is a minimum of 40 -feet wide. This 100 -foot wide workspace is needed
for the staff and equipment to safely complete the work functions required to install a pipeline of
this size. At most stream and wetland crossings, the workspace is limited to only the 60 -foot wide
permanent easement. A typical section of the easement during construction is attached as a
reference showing how the permanent easement and temporary workspace will be used.
A coordination email was sent to the Raleigh and Asheville offices of the USFWS in May 2018.
Project responsibilities will be divided between the two offices. A response was received from both
offices. The Asheville office recommends a survey for Schweinitz's sunflower in Stokes County and
states that the project is not within '/4 mile of a known northern long-eared bat hibernacula or 150 -
feet of a maternity roost tree, USFWS will recommend that clearing be conducted outside of the
cutting moratorium (June 1 — July 31) listed in the 4(d) rule. The Raleigh office also asked about

the occurrences of listed species and recommended that field surveys be completed. During the
field surveys, no occurrences of small -whorled pogonia, smooth coneflower, or Schweinitz's
sunflower were encountered. The field survey summary letter and correspondence emails are
attached.
Correspondence with the proposed project alignment was sent to the North Carolina Department of
Natural and Cultural Resources State Historic Preservation Office (SHPO) in February 2018. The
attached response states that they "have conducted a review of the project and are aware of no
historic resources which would be affected by the project. Therefore we have no comment on the
project as proposed. The above comments are made pursuant to Section 106 of the National
Historic Preservation Act and the Advisory Council on Historic Preservation's Regulations for
Compliance with the Section 106 codified at 36 CPR Part 800." The SHPO letter is attached.
A portion of the pipeline will be installed by HDD as previously mentioned. These operations have
the potential to release drilling fluids into the surface environment through fractured bedrock. An
HDD Contingency Plan has been attached in the instance an inadvertent release occurs.
Thank you for your consideration of this application. If you have questions or need additional
information please contact me at [phone] or by email at [e-mail].
Sincerely,
ENERGY LAND & INFRASTRUCTURE, PLLC
Suzan . Herron, P.E., CPESC
PE 040556
Enclosures
cc: Ms. Alicia DePalma, Environmental Siting and Licensing, Piedmont Natural Gas
Ms. Andrea Leslie, Mountain Habitat Conservation Coordinator, NC Wildlife Resources
Commission
US Fish and Wildlife Service, Asheville, NC

ot'oF wA r�9oc
I 1 l
Office Use Only:
Corps action ID no.
DWQ project no
Form Version 1.4 January 2009
Page 1 of 10
PCN Form —Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A.
1.
Applicant Information
Processing
la.
Type(s) of approval sought from the Corps: ❑X Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number: 4133
1c.
Has the NWP or GP number been verified by the Corps?
❑X Yes ❑ No
1d.
Type(s) of approval sought from the DWQ (check all that apply):
❑X 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes ❑X No
For the record only for Corps Permit:
❑ Yes ❑X No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
❑X Yes ❑ No
E] Yes 0 N
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑X No
2.
Project Information
2a.
Name of project:
Line 446 - Belews Creek Pipeline Project
2b.
County:
Stokes, Rockingham, Guilford
2c.
Nearest municipality / town:
Stokesdale
2d.
Subdivision name:
---
2e.
NCDOT only, T.I.P. or state project no: ---
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Piedmont Natural Gas easement
3b.
Deed Book and Page No.
- -
Ned Dietrich, Piedmont Natural Gas
3c.
Responsible Party (for LLC if
applicable):
3d.
Street address:
4720 Piedmont Row Drive
3e.
City, state, zip:
Charlotte, NC 28210
3f.
Telephone no.:
[phone]
3g.
Fax no.:
3h.
Email address:
[e-mail]
Page 1 of 10
PCN Form —Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ❑X Other, specify: Easement holder/ Responsible for construction
4b. Name:
Ned Dietrich
.... .......... �..
Piedmont Natural Gas
4c. Business name
(if applicable):
4d. Street address:
4720 Piedmont Row Drive
4e. City, state, zip:
Charlotte, NC 28210
[phone]
4f. Telephone no.:
4g. Fax no.:
4h. Email address: [e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name:
Suzanne Herron
5b. Business name
(if applicable):
Energy Land &Infrastructure, PLLC
5c. Street address:
_
1420 Donelson Pike, Suite A-12
5d. City, state, zip:
Nashville, TN 37217
5e. Telephone no.:
[phone]
5f. Fax no.:
[phone]
5g. Email address:
[e-mail]
Page 2 of 10

B.
Project Information and Prior Project History
7.
Property Identification
1a.
Property identification no. (tax PIN or parcel ID): See attached
1 b.
Site coordinates (in decimal degrees): Latitude: 36.238104 Longitude: -79.922569
1 c.
Property size:
125 acres
2.
Surface Waters
2a.
Name of nearest body of water to proposed project:
Haw River, Troublesome Crk, Hogans Crk, Belews Crk
2b.
Water Quality Classification of nearest receiving water:
2c.
River basin:
Roanoke and Cape Fear
3.
Project Description
3a.
Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The proposed project crosses several land uses as it traverses between the Belews Creek Power Station and the proposed regulator station site at
Walter Combs Way. Land uses generally consist of roadway right-of-way, utility right-of-way, farmland, wooded areas, residential areas, and Belews
Lake.
3b.
List the total estimated acreage of all existing wetlands on the property: 0.6
3c.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 1,200
3d.
Explain the purpose of the proposed project:
The proposed project will construct a new 24" natural gas line to provide natural gas service to the Belews Creek Power Station.
3e.
Describe the overall project in detail, including the type of equipment to be used:
The
proposed project will construct a 24" natural gas line by open cut, horizontal directional drill (HDD), and conventional bore using mechanized equip
0
4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the ❑X Yes ❑ No ❑ Unknown
Corps or State been requested or obtained for this property /
Comments: Dial Cord
ro'ect (includingall prior phases in the ast? y i
4b.
If the Corps made the jurisdictional determination, what type
❑ Preliminary ❑ Final
of determination was made? ..........
4c.
--......
If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Dial Cordy
Name (if known): Rahlff Ingle Other:
4d.
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Request for Preliminary Jurisdictional Determination submitted June 2018. Field review August 2018. SAW -2018-00885
5.
Project History
5a.
Have permits or certifications been requested or obtained for ❑ Yes ❑X No ❑ Unknown
this project (including all prior phases) in the past?
5b.
If yes, explain in detail according to "help file" instructions.
6.
Future Project Plans
6a.
Is this a phased project? ❑ Yes ❑X No
6b.
If yes, explain.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑X WetlandsX❑ Streams —tributaries ❑ Buffers ❑X Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of impact
Type of wetland
Forested
Type of jurisdiction
Area of
number
Corps (404,10) or
impact
Permanent (P) or
DWQ (401, other)
(acres)
Temporary (T
W1
Land Clearing
Bottomland Hardwood Forest
Yes/No
Corps
W2
Land Clearing
Bottomland Hardwood Forest
Yes/No
Corps
W3
Land Clearing
Bottomland Hardwood Forest
Yes/No
Corps
W4
Land Clearing
Bottomland Hardwood Forest
Yes/No
Corps
W5
Land Clearing
Bottomland Hardwood Forest
Yes/No
Corps
W6
Land Clearing
Bottomland Hardwood Forest
Yes/No
Corps
2g. Total Wetland Impacts:
2h. Comments:
See the attached spreadsheet.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial (PER) or Type of Average Impact
number intermittent (INT)? jurisdiction stream length
Permanent (P) or width (linear
Temporary (T) (feet) feet)
................ .....
S1 Choose one Corps
S2 Choose one Corps
S3
Choose one
S4
Choose one
S5 Choose one
S6 Choose one
......
m . ......
3h. Total stream and tributary impacts
3i. Comments:
See the attached spreadsheet
Page 4 of 10
PCN Form — Version 1.4 January 2009

1
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number (if applicable) Type of impact Waterbody Area of impact (acres)
Permanent (P) or type
—Temporary(T)
01 Choose one Choose
O2 Choose one Choose
03
Choose one
Choose
04
Choose one
Choose
4f. Total open water impacts
4g. Comments: See the attached spreadsheet.
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below-
5a. 5b. 5c. 5d. 5e.
Pond ID number Proposed use or Wetland Impacts (acres) Stream Impacts (feet) Upland
purpose of pond (acres)
Flooded Filled Excavated Flooded Filled Excavated
P1
Choose one
P2
Choose one
5f. Total:
o
5g. Comments:
5h. Is a dam high hazard permit required?
❑ YesX❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
..m.......................... — ..
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin? ❑ Neuse ❑ Tar-Pamlico ❑ Catawba ❑ Randleman ❑ Other:Jordan Lake
—.. ........Y............ ....... ._
6b. 6c. 6d. 6e. 6f. 6g.
Buffer Impact Reason for impact Stream name Buffer Zone 1 Zone 2
number — mitigation impact impact
Permanent (P) or required? (square (square
Temporary (T) feet) feet
—B
1 Yes/No
B2
Yes/No
B3
Yes/No
B4
Yes/No
B5
Yes/No
B6
Yes/No
6h. Total Buffer Impacts:
6i. Comments: Reference Stream worksheet.
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Design measures to avoid or minimize the proposed project impacts include paralleling the edge of an existing overhead power utility easements and
using existing roads or driveways as easement accesses. In some areas, the ROW has been moved to the other side of the power utility easement or
away from the existing easement to avoid impacts to ponds, streams, or wetlands. The limits of disturbance is going around wetlands that are on the
edge of the easements. The route was moved to avoid a demolition landfill site.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
In wetlands, trees will be cut at the ground by hand to minimize soil disturbance. Wood mats will be placed across wetlands and at stream crossings to
minimize disturbance by vehicles and equipment in those areas. Temporary work space across wetlands was minimized at most crossings. At most
stream crossings the temporary work space was broken to avoid crossing the stream. Clean water diversions will be used as the topography warrants.
HDD bores are proposed at the Belews Lake crossing and several ponds and wetlands to minimize impacts.
2. Com ensato Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
❑X Yes ❑ No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply):
❑X DWQ ❑X Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this
❑X Payment to in-lieu fee program
project?
❑ Permittee Responsible Mitigation
3. Com tete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
Type: Choose one Quantity:
3b. Credits Purchased (attach receipt and letter) Type: Choose one Quantity:
Type: Choose one Quantity:
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached.
❑X Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
Choose one
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non-riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form —Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires Yes ❑ No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
Zone 1
Zone 2
6c. 6d.
Reason for impact Total impact
(square feet)
i
Utility - gas line easement
Utility - gas line easement
Multiplier
21,600 3 (2 for Catawba)
14,400 1.5
6f. Total buffer mitigation required:
6e.
Required mitigation
(square feet)
64,800
21,600
86,400
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
Mitigation is proposed by payment to private mitigation bank. Letter attached.
6h. Comments:
Page 7 of 10

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Flow Plan
1 a.
_Diffuse
Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ❑X No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
0
..
2b.
-- ......................
Does this project require a Stormwater Management Plan?
El Yes 0 No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
This
project will have minimal impervious area since it is an underground pipeline. The new station site on
the Belews Creek Power plant site will be in
the
area of an existing parking lot, therefore, the amount of impervious area there will not change. The station
site at the eastern end of the project will
be
approximately 100'x 100' and will be covered with gravel. It will add a minimal amount of impervious area to the project.
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative
description of the plan:
2e.
Who will be responsible for the review of the Stormwater Management Plan?
3.
Certified Local Government Stormwater Review
3a.
In which localovernment's jurisdiction is this project?
Guilford County
❑ Phase II
❑ NSW
3b.
Which of the following locally -implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
EI Yes 0 No
attached?
4.
DWQ Stormwater Program Review __ .................
❑Coastal counties
❑HQW
4a.
Which of the following state -implemented stormwater management programs apply
❑ ORW
(check all that apply):
❑ Session Law 2006-246
❑ Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑X No
attached?
5.
DWQ 401 Unit Stormwater Review
Does the Stormwater Management Plan meet the appropriate requirements?
❑X Yes ❑ No
F5b.
Have all of the 401 Unit submittal requirements been met?
❑X Yes ❑ No
Page 8of10
PCN Form — Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement) l
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the ❑ Yes ❑X No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ❑ Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) Yes ❑ No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes ❑X No
or Riparian Buffer Rules (15A NCAC 213 .0200)?
2b. Is this an after -the -fact permit application?
El Yes ❑X No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in El Yes ❑X No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
The proposed pipeline is a natural gas transmission line to provide gas to the Belews Creek Steam Plant The pipeline will not result in additional
development due to it's being installed.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
No wastewater will be generated. During constrrrctron, portable toilet units will be provided. Waste will be collected weekly in compliance with local and
state regulations.
Page 9of10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a Will this project occur in or near an area with federally protected species or
© Yes ❑ No
hab' tat?
5b. Have you checked with the USFWS concerning Endangered Species Act
®Yes ❑ No
Impacts?
5c. If yes, indicate the USFWS Field Office you have contacted_
Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
IPaC
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes Q No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
habitatnoaa.gov
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur In or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ❑X No
status (e g . National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact Kstodc or archeological resources?
Concurrence letter attached.
8. Flood Zone Designation (Corps Requirement)
Ba. Will this project occur In a FEMA -designated 100 -year floodplain? ❑X Yes ❑ No
8b. if yes, explain how project meets FEMA requirements:
The project will cross 100 -year fioodplains and regulated floodways of named and unnamed drainage features. The project will not reduce the storage
volume of any of the floodplainslfioodways due to the construction techniques at drainage ways
8c. What source(s) did you use to make the floodplain determination?
FEMA mapping at mscfema gov.
Ned Dietrich
Applicant/Agent's Printed Name
V Applicant/Agent's Signature
Date
(Agent's signature is valid only if an authorization
letter from the applicant Is provided
Page 10 of 10

Line 446 Wetland Impacts for the PCN
Stokes, Rockingham, and Guilford Counties
' Roanoke River Basin
** Cape Fear River Basin Total: 2,590 21,470 21,538
SF SF SF
0.06 0.49 0.49
Acres Acres Acres
5F in Roanoke
3974 River Basin
0.09 Acres
5F in Cape Fear
17564 River Basin
0.40 Acres
Permanent Impact -
Permanent (P) or
Area within
Area within
ROW Conversion
Wetland ID
Let
Long
Resource Type
Type of Impact
Notes
Temporary
Permanent
Temporary (T)
Easement (SF)
Easement (SF)
from Forested to Non
forested (SF)
Wetland is within existing ROW.
Disturbed herbaceous assemblage
*
Non -Tidal
Open cut, dewatering
with a few scattered shrubs/saplings.
0
W26
36.27710847
-80.04999838
T
Wetland
structure, temporary crossing
Wetland continues to northeast and
2,160
362
eventually directly abuts an
intermittent tributary.
Open cut, dewatering
W27 *
36.26997357
-80.0177573
P, T
Non -Tidal
structure, temporary crossing,
Wet hardwood forest. Directly abuts
0
844
844
Wetland
access clearing/ROW
Streams 22 and 23.
conversion
WV *
T
Non -Tidal
HDD Bore
0
0
0
Wetland
Wet hardwood forest. Small
W20 *
36.25833145
-79.97833151
T
Non -Tidal
HDD Bore
depressional floodplain wetland.
0
1,443
1,443
Wetland
Separated from Stream 17 by
distance of -25 feet.
Open cut, dewatering
W12 *
36.25473915
-79.94785152
P, T
Non -Tidal
structure, temporary crossing,
Wet hardwood forest. Directly abuts
0
1,687
1,687
Wetland
access clearing/ROW
Stream 7.
conversion
W10/11 **
36.25468143
-79.94759674
P
Non -Tidal
Access clearing/ROW
Wet hardwood forest. Directly abuts
0
172
172
Wetland
conversion
Stream 7.
Open cut, dewatering
W9 **
36.25445242
-79.94741603
P, T
Non -Tidal
structure, temporary crossing,
Wet hardwood forest. Directly abuts
0
1,118
1,118
Wetland
access clearing/ROW
Stream 7.
conversion
HDD Bore. Wetland in project
corridor is a wet hardwood forest
community. Wetland in existing
W6/7 **
36.25035371
-79.9367198
P
Non -Tidal
ROW conversion
ROW is a beaver pond consisting of
0
10,258
10,258
Wetland
open water and mixed
herbaceous/scrub-shrub vegetation.
Directly abuts Streams 3, 4, and 5.
WX**
T
Non -Tidal
ROW conversion
0
1,251
1,251
Wetland
Open cut, dewatering
W5 **
36.24824553
-79.93156634
P T
Non -Tidal
structure, temporary crossing,
Wet hardwood forest. Directly abuts
0
4,221
4,221
Wetland
access clearing/ROW
Stream 2.
conversion
W1 **
36.23991632
-79.92456802
P, T
Non -Tidal
Access clearing/ROW
Wet hardwood forest. Directly abuts
430
114
544
Wetland
conversion
Stream 1.
' Roanoke River Basin
** Cape Fear River Basin Total: 2,590 21,470 21,538
SF SF SF
0.06 0.49 0.49
Acres Acres Acres
5F in Roanoke
3974 River Basin
0.09 Acres
5F in Cape Fear
17564 River Basin
0.40 Acres

Line 446 Wetland Impacts for the PCN
Stokes, Rockingham, and Guilford Counties
' Roanoke River Basin
** Cape Fear River Basin Total: 2,590 21,470 21,538
SF SF SF
0.06 0.49 0.49
Acres Acres Acres
5F in Roanoke
3974 River Basin
0.09 Acres
5F in Cape Fear
17564 River Basin
0.40 Acres
Permanent Impact -
Permanent (P) or
Area within
Area within
ROW Conversion
Wetland ID
Let
Long
Resource Type
Type of Impact
Notes
Temporary
Permanent
Temporary (T)
Easement (SF)
Easement (SF)
from Forested to Non
forested (SF)
Wetland is within existing ROW.
Disturbed herbaceous assemblage
*
Non -Tidal
Open cut, dewatering
with a few scattered shrubs/saplings.
0
W26
36.27710847
-80.04999838
T
Wetland
structure, temporary crossing
Wetland continues to northeast and
2,160
362
eventually directly abuts an
intermittent tributary.
Open cut, dewatering
W27 *
36.26997357
-80.0177573
P, T
Non -Tidal
structure, temporary crossing,
Wet hardwood forest. Directly abuts
0
844
844
Wetland
access clearing/ROW
Streams 22 and 23.
conversion
WV *
T
Non -Tidal
HDD Bore
0
0
0
Wetland
Wet hardwood forest. Small
W20 *
36.25833145
-79.97833151
T
Non -Tidal
HDD Bore
depressional floodplain wetland.
0
1,443
1,443
Wetland
Separated from Stream 17 by
distance of -25 feet.
Open cut, dewatering
W12 *
36.25473915
-79.94785152
P, T
Non -Tidal
structure, temporary crossing,
Wet hardwood forest. Directly abuts
0
1,687
1,687
Wetland
access clearing/ROW
Stream 7.
conversion
W10/11 **
36.25468143
-79.94759674
P
Non -Tidal
Access clearing/ROW
Wet hardwood forest. Directly abuts
0
172
172
Wetland
conversion
Stream 7.
Open cut, dewatering
W9 **
36.25445242
-79.94741603
P, T
Non -Tidal
structure, temporary crossing,
Wet hardwood forest. Directly abuts
0
1,118
1,118
Wetland
access clearing/ROW
Stream 7.
conversion
HDD Bore. Wetland in project
corridor is a wet hardwood forest
community. Wetland in existing
W6/7 **
36.25035371
-79.9367198
P
Non -Tidal
ROW conversion
ROW is a beaver pond consisting of
0
10,258
10,258
Wetland
open water and mixed
herbaceous/scrub-shrub vegetation.
Directly abuts Streams 3, 4, and 5.
WX**
T
Non -Tidal
ROW conversion
0
1,251
1,251
Wetland
Open cut, dewatering
W5 **
36.24824553
-79.93156634
P T
Non -Tidal
structure, temporary crossing,
Wet hardwood forest. Directly abuts
0
4,221
4,221
Wetland
access clearing/ROW
Stream 2.
conversion
W1 **
36.23991632
-79.92456802
P, T
Non -Tidal
Access clearing/ROW
Wet hardwood forest. Directly abuts
430
114
544
Wetland
conversion
Stream 1.
' Roanoke River Basin
** Cape Fear River Basin Total: 2,590 21,470 21,538
SF SF SF
0.06 0.49 0.49
Acres Acres Acres
5F in Roanoke
3974 River Basin
0.09 Acres
5F in Cape Fear
17564 River Basin
0.40 Acres

Line 446 Stream Impacts for the PCN
Stokes, Rockingham, and Guilford Counties
* Roanoke River Basin Total: 59.9 1193.2
** Cape Fear River Basin Feet Feet
^ Subject to Jordan Lake 50 -foot buffer rule
Permanent (P)
Avg TOB
Avg
Length Within
Length Within
Stream ID
Stream Name
Let
Long
or Temporary
Perennial (P) or
Width
Bank
Impacts
Notes
Temporary
Permanent
(T)
Intermittent (1)
(ft)
Height
Easement
Easement
(ft)
(ft)
(ft)
S26
Unnamed Trib of
36.27514545
-80.03027276
T
P
15
5
Open cut, dewatering structure,
0
67.5
Belews Crk *
temporary crossing
S21
Unnamed Trib of
36.27286359
-80.02200739
N/A
1
3
2
Bore - no impact
0
0
Belews Crk
S25
Unnamed Trib of
36.26525844
-80.0097791
T
P
25
5
Open cut, dewatering structure,
Highly disturbed by cattle.
0
68.3
Belews Crk *
temporary crossing
S20/S35
Unnamed Trib of
36.260359
-79.999276
T
P
15
7
Open cut, dewatering structure,
0
96.9
Belews Crk *
temporary crossing
S19
Unnamed Trib of Little
36.25866886
-79.98991995
T
P
14
7
Open cut, dewatering structure,
0
77
Hogans Crk *
temporary crossing
S16
Unnamed Trib of
36.25839645
-79.97866651
N/A
P
3
3
Bore - no impact
0
0
Hogans Crk
S17
Unnamed Trib of
36.25832381
-79.97843172
N/A
P
6
6
Bore - no impact
0
0
Hogans Crk *
Unnamed Trib of
Open cut, dewatering structure,
Upper reach in existing ROW is
S12
Hogans Crk *
36.25912529
-79.97224976
T
I/P
8
6
temporary crossing
intermittent. Lower reach in
0
126.3
forested area is perennial.
S13
Unnamed Trib of
36.25896925
-79.96886502
T
P
12
2
Open cut, dewatering structure,
0
60.9
Hogans Crk *
temporary crossing
S14
Unnamed Trib of
36.25897358
-79.96767842
T
1
7
4
Open cut, dewatering structure,
0
96.9
Hogans Crk *
temporary crossing
S33
Unnamed Trib of
36.259739
-79.962679
T
P
20
8
Open cut, dewatering structure,
0
79.1
Hogans Crk *
temporary crossing
S34
Unnamed Trib of
36.261515
-79.955965
T
1
20
15
Open cut, dewatering structure,
Flows to S32 via Hwy 68 culvert.
0
62.8
Hogans Crk *
temporary crossing
S32
Unnamed Trib of
36.261509
-79.954914
T
1
6
7
Open cut, dewatering structure,
Flows from culvert under Hwy 68.
0
103.3
Hogans Crk *
temporary crossing
S31
Unnamed Trib of
36.26179
-79.954757
N/A
P
9
5
No new impact
Existing culvert
0
0
Hogans Crk *
S7/B ^
Unnamed Trib of
36.25467754
-79.94766573
T
P
4
3
Open cut, dewatering structure,
0
91.9
Troublesome Crk **
temporary crossing
S6 A
Unnamed Trib of
36.25223873
-79.94185597
T
P
6
4
Open cut, dewatering structure,
0
96.2
Troublesome Crk **
temporary crossing
SS
Unnamed Trib of
36.25057158
-79.93738176
N/A
1
7
3
Bore - no impact
Upper reach in existing ROW is
0
0
Troublesome Crk **
impounded by beaver dam.
S4
Unnamed Trib of
79 93689481
-79.93712622
N/A
1
8
3
Bore - no impact
0
0
Troublesome Crk **
S3 A
Troublesome Crk **
36.25032582
-79.93689481
N/A
P
15
4
Bore - no impact
Upper reach in existing ROW is
0
0
impounded by beaver dam.
S2/S29 A
Unnamed Trib of
36.24830449
-79.93197609
T
1
3
1
Open cut, dewatering structure,
Culvert road crossing between
0
60.4
Troublesome Crk **
temporary crossing
S2a and S29a.
S1 ^
Unnamed Trib of Haw
36.24004255
-79.9247786
T
P
3
1
Open cut, dewatering structure,
Culvert road crossing between S1i
59.9
105.7
River **
temporary crossing
and S1j.
* Roanoke River Basin Total: 59.9 1193.2
** Cape Fear River Basin Feet Feet
^ Subject to Jordan Lake 50 -foot buffer rule

Line 446 Lake/Pond Impacts for the PCN
Stokes, Rockingham, and Guilford Counties
Area within
Area within
Permanent (P) or
Permanent
Wetland ID
Lat
Long
Resource Type
Type of Impact
Notes
Temporary
Temporary (T)
Easement
Easement (SF)
(SF)
Belews
36.276229
-80.039101
N/A
Lake
Bore
HDD Bore
0
0
Lake
Pond 4
36.258386
-79.97916
N/A
Pond
Bore
HDD Bore
0
0

STREAM 1
WETLAND 2 WETLAND WX
STREAM 40' TEMP
DEPICTED IN
GUILFORD /
,
COUNTY SOIL /
SURVEY - NO / \
FEATURE
PRESENT
EXISTING \ \
\ / CULVERT \ \
\ WETLAND 1 \ \
65' TEMP \ \
60' PERM \
ALIGNMENT % % \

PROPOSED
ALIGNMENT
60' PERM
/ 40' TEMP
/ WETLAND 3
/ STREAM DEPICTED IN \
GUILFORD COUNTY
/ SOIL SURVEY - NO
FEATURE PRESENT

00
WETLAND 8/13
FWETLAND 12
STREAM 7/8 -
ETLAND 14
WETLAND
10/11
WETLAND 9
STREAM S
WETLAND 16
POND 1
STREAM 9
EXISTING
CULVERT
140'TEMP
WETLAND WY
WETLAND WZ
w
0
60' PERM
PROPOSED
- ALIGNMENT IV
WETLAND 15 \ \
65' TEMP \ \
hh
� U
% 2?Jmv
00
C /
V f

\ \ STREAM 30 1
40' TEMP
F60' PERM
PROPOSED
ALIGNMENT
SSS16WE
ROAD /
EXISTING /
CULVERT
STREAM 32
m
EXISTING
CULVERT
STREAM 31

1 \
� 1
I I
30' ACCESS
\ \ ROAD
40' TEMP
PROPOSED
ALIGNMENT
60' PERM

. yVRCH RogD
l�
l
1\
I/
40' TEMP / // 30' ACCESS
WETLAND 65' TEMP // / ROAD
/ STREAM 21
27/28
— — — — — — — — — — --
-
—
— —
- - - L /- - - - - - - - -
\— 60■ PERMi
STREAM 23
PROPOSED
ALIGNMENT

GRAPHIC SCALE (IN FEET)
200 0 100 200 400
1 inch = 200 ft.
LINE 446 BELEWS CREEK PIPELINE
Piedmont PREPARED BY
JURISDICTIONAL RESOURCES MAP ENERGY LAND b INFRASTRUCTURE, PLLC
DATE 05/10/18 Natural Gas , 1015 PASSPORT WAY- NORTH CAROLINA P-1
Jim919-234-1974 WWW.E II-IIC.COM•IICENSE # # P-1289
SHEET 21 OF 31 ENGINEERS • SURVEYORS • INFRASTRUCTURE • ENVIRONMENTAL

ikU
.
* 0
GRAPHIC SCALE (IN FEET)
200 0 100 200 400
1 inch = 200 ft.
LINE 446 BELEWS CREEK PIPELINE
JURISDICTIONAL RESOURCES MAP
DATE 05/10/18
SHEET 25 OF 31
Ilk
Mir. L
Piedmont
PREPARED BY
� ENERGY LAND b INFRASTRUCTURE, PLLC
Natural
Gas
1 PASSPORT WAY- NORTH CAROLINA 27513
919-233 4-1974 WWW.EII-IIC.COM•IICENSE # P-1289
ENGINEERS • SURVEYORS • INFRASTRUCTURE • ENVIRONMENTAL

4C
j
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, a 7
\ . 30' ACCESS
ROAD411h
-
\ ,

40' TEMP
PROPOSED / \
ALIGNMENT / \
60' PERM
STREAM SR -:
_ _
30' ACCESS-
ROAD
CCESS
ROAD
m

Midgation .7ffvkes
EN VIRON14ENTAL @UALiTY
September 21, 2018
Ned Dietrich
Piedmont Natural Gas
PO Box 33068
Charlotte, NC 28233
ROY COOPER
Gorernor
MICHAEL S. REGAN
Secrelary
Expiration of Acceptance: 3/21/2019
Project: Line 446 Belews Creek Gas Line Project County: Stokes
This is a conditional acceptance letter.
The purpose of this letter is to notify you that the NCDEQ Division of Mitigation Services (DMS) is willing to
accept payment for compensatory mitigation for impacts associated with the above referenced project as
indicated in the table below. Please note that this decision does not assure that participation in the DMS in -
lieu fee mitigation program will be approved by the permit issuing agencies as mitigation for project impacts.
It is the responsibility of the applicant to contact permitting agencies to determine if payment to the DMS will
be approved. You must also comply with all other state, federal or local government permits, regulations or
authorizations associated with the proposed activity including G.S. § 143-214.11.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not
received a copy of the issued 404 Permit/401 Certification within this time frame, this acceptance will
expire. It is the applicant's responsibility to send copies of the permits to DMS. Once DMS receives a copy
of the permit(s) an invoice will be issued based on the required mitigation in that permit and payment must
be made prior to conducting the authorized work. The amount of the in -lieu fee to be paid by an applicant is
calculated based upon the Fee Schedule and policies listed on the DMS website.
Based on the information supplied by you in your request to use the DMS, the impacts for which you are
requesting compensatory mitigation credit are summarized in the following table. The amount of mitigation
required and assigned to DMS for this impact is determined by permitting agencies and may exceed the
impact amounts shown below.
River Basin Impact Location Impact Type Impact Quantity
Roanoke
Cape Fear
(8 -di it HUC
03010103" Riparian Wetland 0.10
03030002 Riparian Wetland 0.40
*DMS can accept this request contingent on the permits allowing the credits for the impacts in Roanoke
03010103 to be provided in Roanoke 03010103, 03010104 or 03010102. Upon receipt of payment, DMS will
take responsibility for providing the compensatory mitigation. The mitigation will be performed in accordance
with the In -Lieu Fee Program instrument dated July 28, 2010. Thank you for your interest in the DMS in -lieu
fee mitigation program. If you have any questions or need additional information, please contact Kelly
Williams at [phone].
cc: Suzanne Herron, agent
Sincerely,
James. B` Stanfill
Asset Management Supervisor
State of North Carolina I Environmental Quality I Mitigation Services
1652 Mail Service Center I Raleigh, NC 27699-1652 1 217 W. Jones Street, Suite 3000
919 707 8976 T

Statement of Mitigation Credit Availability
Benton Branch Mitigation Bank
September 21, 2018
Ms. Teresa Andrews
Storm Water Program Administrator
Guilford County
Re: Availability of Compensatory Riparian Buffer Credits
Project: Line 446 - Belews Creek Pipeline
This document confirms that 180,778.49 Credits (Credits) from the Benton Branch Mitigation
Bank (Bank) are currently available and all or a portion may be used, once transferred, for
compensatory mitigation relative to the Line 446 - Belews Creek Pipeline project, and as proposed
by Piedmont Natural Gas (Applicant).
The Applicant may ultimately purchase the Credits, if they are available, following Permit issuance.
Should the Applicant purchase the Credits at that time, we will complete and execute the Mitigation
Credit Transfer Certificate (Certificate) within five (5) days of receipt of the full purchase price.
We will additionally provide copies of the completed and executed Certificate to the Applicant, the
Division of Water Resources (DWR) and, if needed, other regulatory agencies. In addition, we will
provide DWR with an updated copy of the Bank's Ledger, reflecting the transaction. Transaction
information in the updated Bank Ledger will include relevant Permit and Applicant information as
well as the number and resource type of the debited Credits.
Should your office have any questions, please contact me at 919.334.9123.
Sincerely,
Tiffani Bylow
Restoration Systems, LLC
1101 Haynes St., Suite 211 • Raleigh, NC 27604 • www.restorationsystems.com • Ph 919.755.9490 • Fx 919.755.9492

►S �y `moi y
I
Construction Clearing and
Survey & Easement Grading
Acquisition
it
Trenching Blasting with Protective Matts Trenching Padding Trench
(Rock Free / If Applicable) (If Applicable) (Rock) Bottom
=1111111111061=6
X—Ray All Welds
uciluilly
Inspection of
All Pipeline Coating
Pipe Assembly and Welding
Hydrostatic
Test and
Internal Pipeline
Cleaning & Inspection
■ m
' ENERGY LAND & INFRASTRUCTURE
Piedmont 1015 PASSPORT WAY • CARY. NORTH CAROLINA 27513
` 919-234-1974 • WWW.ELI-LLC.COM • LICENSE N P-1289
Yv...'. w. w pIRR :! Natural Gas
Krim wharshelloa ENGINEERS - SURVEYORS - INFRASTRUCTURE • ENVIRONMENTAL
Call h■f■1Eyoudig. NASHVILLE. TiIINCSS[a • CARY NORTH CAROLINA
2-14-15
PIEDMONT NATURAL GAS
Cleanup and
Restoration
eos
PIEDMONT NATURAL GAS
TYPICAL CONSTRUCTION SEQUENCE

DUK
E
120'
f3:7L
SIDEBOOM
IERLINE WITH
COUNTERWEIGHT
FXTFNnpn
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&1
60' PERMANENT EASEMENT
SIDEBOOM
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EXTENDED
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- ---- 40 TCE
100' TOTAL RIGHT-OF-WAY
AS NEEDED
FOR TOPSOIL
STOCKPILING
PROPRIETARY 5 CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY Kth- UWIi(J)
�
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) - DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE -TO INSURE THERE IS NO RISK OF PNG-6446-0001006
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INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS 8 INFO MANAGEMENT (RIM) POLICY 1001 PNG-G-046-0001009
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NO DATE REVISION(S) DESCRIPTION BV CHK IPPB DESCRIPTION APPROVALS
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$HEFT B DF 9Q DWG SCALE AS SHOWN
LINE 446 - BELEWS CREEK PIPELINE
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ftd VVII �I�� DWG DATE 0921/15 SUPERSEDED
ACCOUNT NUMBER 0107000 ENGINEER
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PROJECT NUMBER 1626546
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IAPPROVED9Y WKG 0e/21/2016

DIAL
AND ASSOCIATES INC
Er]UIYOnmental Consultants
MEMORANDUM
To: David Bailey
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
From: Rahlff Ingle
Dial Cordy and Associates Inc.
Date: 27 September 2018
Re: Threatened and Endangered Species Survey - Piedmont Natural Gas (PNG) Belews Creek
Natural Gas Pipeline - Guilford, Rockingham, and Stokes Counties, NC
Background
This memorandum describes the results of threatened and endangered species surveys conducted by
Dial Cordy and Associates Inc. (DCA) in support of the environmental review and permitting process for
the proposed Piedmont Natural Gas (PNG) Belews Creek Steam Plant Natural Gas Pipeline project in
Guilford, Rockingham, and Stokes Counties. The proposed linear project would install —9 miles of natural
gas pipeline from US Hwy 220 in northwestern Guilford County to the Duke Energy Belews Creek Steam
Plant in southeastern Stokes County. The majority of the —9 -mile pipeline route runs alongside an
existing Duke Energy power line right-of-way (ROW). The project corridor generally encompasses a 60 -
ft -wide permanent easement and a contiguous 40 -ft -wide temporary workspace easement.
Field Surveys
USFWS county species lists indicate that a total of seven federally listed species are known to occur in
Guilford, Rockingham, and/or Stokes Counties (Table 1). Based on coordination with the USFWS
Raleigh and Asheville Ecological Services Field Offices, DCA Botanist Rahlff Ingle (MS Botany NCSU)
conducted field surveys for small -whorled pogonia (Isotria medeoloides), smooth coneflower (Echinacea
laevigata), and Schweinitz's sunflower (Helianthus schweinitzil). An additional federally listed plant
species that is known from Stokes County [small-anthered bittercress (Cardamine micranthera)] was
excluded from the field surveys based on a preliminary habitat assessment and coordination with Bryan
Tompkins of the Asheville Ecological Services Field Office via email on 10 May 2018. Surveys for the
three targeted species were limited to their respective counties of record: [i.e., small -whorled pogonia
(Guilford), smooth coneflower (Rockingham), Schweinitz's sunflower (Stokes)]. Surveys for small -
whorled pogonia and smooth coneflower were conducted from 13-16 June 2018, and a survey for
Schweinitz's sunflower was conducted on 25 September 2018. Pedestrian surveys covered all suitable
habitats within the proposed project corridor and a minimum 150 -ft -wide lateral buffer along either side of
the corridor.
THE MURCHISON BUILDING f SUITE 307 • 201 NORTH FRONT STREET - WILMINGTON, NORTH CAROLINA 28401
910-251-9790 - FAx [phone] • E ,'MAIL info@dialcordxcom
JACKSONVILLE BEACH, FLORIDA • HOLLYWOOD, FLORIDA - TAYiPA, FLORIDA

Table 1. Federally Listed Species in Guilford, Rockingham, and Stokes Counties
Common Name
Scientific Name
Federal
Status
Optimal Survey Window
Guilford County
Small whorled pogonia
Isotria medeoloides
T
Mid May -Early July
Rockingham County
Smooth coneflower
Echinacea laevigata
E
Late May -October
Roanoke logperch
Percina rex
E
James Spiny Mussel
Parvaspina collina
E
Stokes County
Small-anthered bittercress
Cardamine micranthera
E
April -May
Schweinitz's sunflower
Helianthus schweinitzii
E
August -October
James Spiny Mussel
Parvaspina collina
E
Northern long-eared bat
Myotis septentrionalis
T
Source: https://www.fws.gov/raleigh/species/cntylist/nc_counties.html
Results
No occurrences of small -whorled pogonia, smooth coneflower, or Schweinitz's sunflower were
encountered during the surveys. The following sections describe in detail the areas surveyed and the
habitats and plant communities that were targeted during the surveys for each of the three species.
Guilford County - Small -Whorled Pogonia
The Guilford County portion of the project corridor generally encompasses a 100 -ft -wide band of
contiguous forested habitat along the northeast margin of the existing Duke Energy ROW. All forested
habitats within the corridor and the 150 -ft buffer were surveyed for small -whorled pogonia, with the
exception of the broad wetland floodplain of Troublesome Creek. Despite the proximity of the existing
ROW, the forests that occur within the corridor are generally relatively natural mesic mixed hardwood and
dry-mesic oak hickory communities. The herbaceous stratum, especially on mid to lower slopes,
encompasses a number of species that are typically associated with small -whorled pogonia occurrences
[e.g., rattlesnake plantain (Goodyera pubescens), Indian cucumber -root (Medeola virginiana)].
Mesic mixed hardwood forests occur on the mid to lower portions of slopes above small streams.
Occurrences of this community type in the project corridor have a closed canopy dominated by tulip
poplar (Liriodendron tulipifera), sweetgum (Liquidambar styraciflua), red maple (Acer rubrum), white oak
(Quercus alba), northern red oak (Q. rubra), and American beech (Fagus grandifolia). Common midstory
trees and shrubs include sourwood (Oxydendrum arboreum), dogwood (Cornus florida), ironwood
(Carpinus caroliniana), deerberry (Vaccinium stamineum), hillside blueberry (Vaccinium pallidum), and
strawberry bush (Euonymus americanus). The generally well developed and diverse herbaceous stratum
includes Christmas fern (Polystichum acrostichoides), rattlesnake fern (Botrychium virginianum), ebony
spleenwort (Asplenium platyneuron), running -cedar (Diphasiastrum digitatum), sessile -leaf bellwort
(Uvularis sessilifolia), perfoliate bellwort (U. perfoliata), rattlesnake plantain, partridge berry (Mitchella
repens), Indian cucumber -root, wind flower (Thalictrum thalictroides), hooked buttercup (Ranunculus
recurvatus), licorice bedstraw (Galium circaezans), heartleaf (Hexastylis sp.), and violets (Viola spp.).
4

Dry-mesic oak hickory forests occupy the upper slopes and ridge -tops. Occurrences of this community
type in the project corridor have a canopy dominated by white oak, black oak (Q. velutina), southern red
oak (Q. fa/cata), mockernut hickory (Carya alba), and sweetgum. Common midstory trees and shrubs
include sourwood, dogwood, red maple, American beech, black cherry (Prunus serotina), serviceberry
(Amelanchier arborea), deerberry, and hillside blueberry, and strawberry bush. The relatively sparse
herbaceous stratum includes sessile -leaf bellwort, naked tick -trefoil (Hy/odesmum nudif/orum), and
pipsissewa (Chimaphila maculata).
Rockingham County - Smooth Coneflower
The Rockingham County portion of the project corridor generally encompasses a 100 -ft -wide contiguous
band along the margin of the existing Duke Energy ROW. Although the project corridor does not overlap
the existing ROW, all suitable habitats within the ROW were surveyed for smooth coneflower. The project
corridor encompasses areas of relatively natural mesic mixed hardwood and dry-mesic oak hickory forest
communities that are similar to those described above, along with a wide variety of disturbed habitats that
include actively grazed pasture, agricultural fields, dense loblolly pine (Pinus taeda) stands, and various
disturbed scrub -shrub and immature pine -hardwood stands. Lengthy segments of the existing Duke
Energy ROW are occupied by actively grazed pasture, and many of the forested areas in the adjoining
project corridor have been impacted by livestock. In cases where pasture occupies the ROW, suitable
early successional habitats for smooth coneflower are either absent or confined to forest edges along the
margins of the ROW. The ROW contains intermittent patches of early successional old field vegetation
that are maintained by mowing and herbicide application. These old field assemblages are characterized
by dense, tall stands of weedy herbs and shrubs, saplings, and woody vines. Common herbaceous
species include velvet witchgrass (Dichanthelium scoparium), broomsedge (Andropogon virginicus), bent -
awn plume grass (Erianthus contortus), dog fennel (Eupatorium capillifolium), white-bracted thoroughwort
(E. album), round -leaf thoroughwort (E. rotundifolium), goldenrods (Solidago spp.), fleabane (Erigeron
strigosus), threadleaf coreopsis (Coreopsis verticillata), Queen Anne's lace (Daucus carota), sensitive -
briar (Mimosa microphylla), and maypops (Passiflora incarnata). Common shrubs, saplings, and woody
vines include blackberry (Rubus pensylvanicus), elderberry (Sambucus nigra), smooth sumac (Rhus
g/abra), winged sumac (R. copallinum), mutiflora rose (Rosa multiflora), sweetgum, red maple, Virginia
pine, Japanese honeysuckle (Lonicera japonica), poison ivy (Toxicodendron radicans), and whiteleaf
greenbrier (Smilax g/auca).
Known occurrences of smooth coneflower are associated with open woodlands and glades over mafic or
calcareous rocks such as diabase, limestone, and dolostone (Weakley 2015). NRCS soil survey maps do
not show any soil types (e.g., Iredell, Picture) within the corridor that are typically associated with smooth
coneflower occurrences or associated community types (i.e., xeric hardpan forest, diabase glade). The
remaining natural hardwood forests within the corridor are mesic to dry-mesic communities. No blackjack
oaks (Quercus marilandica) or dry/xeric oak communities containing post oak (Quercus stellata) as a
dominant constituent were observed during the surveys. Thus, the early successional habitats that occur
within the project corridor and the existing ROW generally do not appear to be suitable habitat for smooth
coneflower.
Stokes County - Schweinitz's Sunflower
The Stokes County portion of the corridor encompasses a total length of approximately 5,700 ft; including
an approximately 2,200 -linear -ft aquatic segment across Belews Lake and an approximately 3,500 -linear -
ft terrestrial segment between Belews Lake and the steam plant. The majority (-2,100 linear ft) of the
3

terrestrial corridor segment is located --200 ft south of the existing power line ROW in a densely forested
area that does not contain suitable habitat for Schweinitz's sunflower. The remainder of the terrestrial
segment (1,400 linear ft) is located adjacent to the developed plant site in a portion of the existing ROW
that is occupied by a stormwater pond, a non -vegetated borrow pit, and other heavily disturbed grounds.
Thus, there appears to be little to no suitable habitat for Schweinitz's sunflower within the project corridor.
However, all open areas were surveyed, including the entire adjacent ROW from the plant site to Belews
Lake. The existing ROW contains a dense, tall old field weedy herbaceous assemblage. Common
species include bent -awn plume grass, velvet witchgrass, broomsedge, split -beard bluestem
(Andropogon ternarius), yellow foxtail grass (Setaria pumila), sericea lespedeza (Lespedeza cuneata),
horse -nettle (Solanum carolinense), crownbeard (Verbesina occidentalis), dog fennel, white-bracted
thoroughwort, hyssopleaf thoroughwort (Eupatorium hyssopifolium), goldenrods (Solidago spp.),
fleabane, fireweed (Erechtites hieracifolia), rabbit tobacco (Pseudognaphalium obtusifolium), and long -
stalked aster (Symphiotrichum dumosum). Woody vegetation in the ROW is limited to widely scattered
Virginia pine saplings.
The forested portions of the project corridor contain an irregular mix of dense Virginia and loblolly pine
stands and disturbed pine/mesic hardwood and pine/dry-mesic oak hickory communities. Typical
hardwoods of the mid to lower slopes include tulip poplar, red maple, American beech, white oak,
persimmon (Diospyros virginiana), ironwood, dogwood, and black cherry. Typical hardwoods of the
upper slopes and ridgetops include white oak, black oak, southern red oak, northern red oak, mockernut
hickory, red maple, American beech, dogwood, and black cherry.
Known occurrences of Schweinitz's sunflower are located in areas that historically supported post oak -
blackjack oak savannas, xeric oak -pine woodlands, or Piedmont prairies (Weakley 2015). NRCS soil
survey maps do not show any soil types (e.g., Iredell, Enon) within the corridor that are associated with
known smooth coneflower occurrences or associated extant community types (i.e., xeric hardpan forest).
The composition of remaining hardwood forests within the corridor is strongly mesic to dry-mesic. No
blackjack oaks (Quercus marilandica) or dry/xeric oak communities containing post oak (Quercus stellata)
as a dominant constituent were observed during the surveys. Thus, the early successional habitats that
occur within the project corridor and the existing ROW generally do not appear to be suitable habitat for
Schweinitz's sunflower.
References
Weakley, A.S. 2015. Flora of the Southern and Mid -Atlantic States. Working Draft of 21 May 2015.
University of North Carolina Herbarium (NCU), North Carolina Botanical Garden, University of
North Carolina at Chapel Hill.
4

Suzanne Herron
From: Rahlff Ingle <[e-mail]>
Sent: Thursday, May 10, 2018 12:22 AM
To: Tompkins, Bryan; [e-mail]
Cc: Suzanne Herron; [e-mail]
Subject: Piedmont Natural Gas Belews Creek Project
Attachments: PNG Belews Creek East Aerial jpg; PNG Belews Creek Quad jpg; PNG
Belews Creek West Aerialjpg; PNG Ellisboro Quad jpg; PNG
Summerfield Quad jpg
Bryan/John:
Dial Cordy and Associates Inc. is conducting a federally listed species assessment for the Piedmont
Natural Gas Belews Creek Natural Gas Pipeline project in Guilford, Rockingham, and Stokes
Counties. The proposed project would install —9 miles of natural gas pipeline from US Hwy 220 in
northwestern Guilford County to the Duke Energy Belews Creek Steam Plant in southeastern Stokes
County (see attached maps). The majority of the 9 -mile route runs alongside or within an existing power
line right-of-way. As I understand it, USFWS project review responsibilities will be divided between the
Raleigh (Guilford and Rockingham) and Asheville (Stokes) Field Offices. At this point, I would just like to
get some feedback/confirmation from both of you regarding the scope of the assessment and my
assumptions and field survey plans as outlined below.
Guilford and Rockingham Counties: Based on the USFWS county lists, I am planning to conduct field
surveys for small whorled pogonia in the Guilford County portion of the corridor and field surveys for
smooth coneflower in the Rockingham County portion of the corridor. I plan to survey for both species
during the first two weeks of June. Based on the location of the route, I am assuming that there are no
concerns or field survey requirements for the Roanoke Log perch or the James spiny mussel. The
Rockingham County portion of the route crosses Troublesome Creek and numerous unnamed tributaries
of Troublesome Creek, Hogans Creek, and Belews Creek. These streams are tributaries of the Dan
River, but I don't think any of them are known to support populations of the Roanoke Log perch or the
James spiny mussel.
Stokes County_: Based on the USFWS county lists, I am planning to conduct field surveys for Schweinitz's
sunflower in the Stokes County portion of the corridor during August. Having walked the entire route
during a wetland delineation earlier this year, I do not believe there is any suitable habitat for small-
anthered bittercress in the Stokes County portion of the corridor. There are no stream crossings in
Stokes County and the route crosses only one disturbed wetland within the existing ROW. Thus, I am not
planning to survey for small-anthered bittercress. I am assuming that there are no concerns or field
survey requirements for the James spiny mussel. Again there are no stream crossings in Stokes County,
and the only wetland that will be crossed drains to Belews Lake. I am assuming there will be no survey
requirements or seasonal tree clearing restrictions for the Northern long-eared bat, as there no known
hibernacula in Stokes County.
Please let me know if there are any additional issues/species that need to be addressed or if you have
any concerns regarding my assumptions or field survey plans.
Thanks.
Rahlff Ingle
Senior Environmental Scientist/Botanist

Dial Cordy and Associates, Inc.
201 N. Front St., Suite 307
Wilmington, NC 28401
[phone] (Office)
[phone] (Cell)
USFWS Threatened and Endangered Lists for Guilford, Rockingham, and Stokes Counties
Common Name Scientific Name
Federal
Status
Optimal Survey
Window
Stokes County
Small-anthered bittercress
Cardamine micranthera
E
April - May
Schweinitz's sunflower
Helianthus schweinitzii
E
August - October
James Spiny Mussel
Parvaspina collina
E
NA
Northern long-eared bat
Myotis septentrionalis
T
NA
Rockingham County
Smooth coneflower
Echinacea laevigata
E
Late May - October
Roanoke logperch
Percina rex
E
NA
James Spiny Mussel
Parvaspina collina
E
NA
Guilford County
Small whorled pogonia
Isotria medeoloides
T
Mid May - Early July

Suzanne Herron
From: Rahlff Ingle <[e-mail]>
Sent: Thursday, May 10, 2018 10:22 AM
To: Suzanne Herron
Cc: [e-mail]
Subject: FW: [EXTERNAL] Piedmont Natural Gas Belews Creek Project
FYI. Response from Bryan Tompkins of USFWS Asheville Field Office.
From: Tompkins, Bryan [mailto:[e-mail]]
Sent: Thursday, May 10, 2018 9:15 AM
To: Rahlff Ingle
Subject: Re: [EXTERNAL] Piedmont Natural Gas Belews Creek Project
Hey ... good morning Rahlff. I hope you're well.
Thanks for the email and proposed survey information. I am only working the Stokes County
side of the project so I can only speak to that part. I agree with your proposal to survey for
Schweinitz's sunflower as there appears to be suitable habitat within the proposed corridor and
around the proposed staging areas of the drill pits. I also agree that there is no suitable habitat in
the propose corridor for small-anthered bittercress or James spiny mussel. Although the project
is not within 1/4 mile of a known northern long eared bat hibernacula or 150 -feet of a known
maternity roost tree, we will be recommending that clearing be conducted outside of the cutting
moratorium (June 1- July31) listed in the 4(d) rule.
Let me know if you have any questions or if I can be of assistance as the project and subsequent
surveys progress.
Thanks,
Bryan Tompkins
US Fish and Wildlife Service
160 Zillicoa Street
Asheville, North Carolina 28801
828/258-3939 ext.240 (office)
828/450-7586 (cell)
NOTE. This email correspondence and any attachments to and from this sender is subject to the Freedom of
Information Act (FOIA) and may be disclosed to third parties.
On Thu, May 10, 2018 at 1:21 AM, Rahlff Ingle cringlldialcordy.com> wrote:
Bryan/John:
Dial Cordy and Associates Inc. is conducting a federally listed species assessment for the Piedmont Natural Gas
Belews Creek Natural Gas Pipeline project in Guilford, Rockingham, and Stokes Counties. The proposed project
would install —9 miles of natural gas pipeline from US Hwy 220 in northwestern Guilford County to the Duke
Energy Belews Creek Steam Plant in southeastern Stokes County (see attached maps). The majority of the 9 -mile
route runs alongside or within an existing power line right-of-way. As I understand it, USFWS project review
responsibilities will be divided between the Raleigh (Guilford and Rockingham) and Asheville (Stokes) Field

Suzanne Herron
From: Ellis, John <[e-mail]>
Sent: Wednesday, April 25, 2018 9:23 AM
To: Suzanne Herron; Dale Suiter; Leigh Mann
Subject: PNG gas line 446 - Guilford, Rockingham and Stokes Co
Suzanne,
Has the pipeline corridor been assessed for potential occurrences of listed species? If not, that
and any needed surveys of potential suitable habitat should be completed. Listed plant species
are often found along road and utility right of ways due to their frequent maintenance.
You can access the various county lists from this link -
https://www.fws.ggv/raleijzh/sl2ecies/entylist/nc counties.htnil.
Optimal survey windows for plants can be found here -
https.-/lwww.fws.gov/raleigblpdfs/0Rtiiiial Survey Windows for listed plants.pdf
Thanks,
John

North Carolina Department of Natural and Cultural Resources
State Historic Preservation Office
Ramona M. Bartos, Administrator
Governor Roy Cooper
Secretary Susi H. Hamilton
March 13, 2018
Suzanne Herron
Energy Land & Infrastructure
1420 Donelson Pike, Suite A-12
Nashville, TN 37217
Office of Archives and History
Deputy Secretary Kevin Cherry
Re: Install Piedmont Natural Gas Pipeline to the Belews Creek Stcam Plant; Guilford, Rockingham, and
Stokes Counties; ER 18-0367
Dear Ms. Herron:
Thank you for your letter of February 16, 2018, concerning the above project.
We have conducted a review of the project and are aware of no historic resources which would be affected by
the project. Therefore, we have no comment on the project as proposed.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR
Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill -Earley, environmental review coordinator, at 919-807-6579 or
environmental.reviewkncdcr.gov. In all future communication concerning this project, please cite the above
referenced tracking number.
Sincerely,
�C� "« taatj�-.
j�vRamona M. Bartos
Location: 109 East Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699-4617 Telephone/Fax: [phone]-6599

HORIZONTAL DIRECTION DRILLING (HDD) CONTINGENCY PLAN
DUKE ENERGY
HDD is a common method used to install underground utilities through heavily developed areas,
roadways, waterways, steep slopes, and environmentally sensitive areas to minimize the
surface disturbance that traditional open -cut trenching methods typically require. HDD
construction generally limits disturbances along project corridors which may result in a smaller
environmental footprint.
HDD operations have the potential to release drilling fluids into the surface and subsurface
environments through nearby utilities, unconsolidated sediments, fractured bedrock and faulting
or other local structural features. The drilling fluid typically will flow into the surrounding rock and
sand and travel toward the ground surface. The drilling fluid, a bentonite slurry (other additives
may be included as well), is used as a lubricant during the drilling of the bore hole, enabling the
rock and soil cuttings from the drilling process to be carried back to a containment bay at the
ground surface at the drilling site. It also builds a borehole mud cake or lining which can act as a
seal to prevent migration of fluids either into or out of the borehole and enhance the stability and
integrity of the bore hole. Bentonite is a non-toxic, naturally occurring clay commonly used for
agricultural purposes such as decreasing water loss in ponds and soils. Other common
additives include:
Additives Functions
Polymers
Aids in maintaining borehole integrity; control
of fluid loss; management of fluid viscosity;
cuttings encapsulation; viscosifier, friction
reduction and flocculant
Clay Inhibitors / Surfactants
Reduces swelling and sticking tendencies
during drilling operations and down time;
torque reduction
Drilling Detergents
Reduces surface tension and sticking
tendency of clay cuttings; aids in prevention of
bit balling and mud rings; torque reduction
Pyrophosphates
Dispersant; aids in thinning and reduction of
flocculation in the drilling fluid; aids with bit
balling
Soda Ash
Reduces hardness of make-up water; aids the
yielding process
Note that there is no hydraulic fracturing of shale for oil or gas production associated with this
method of directional drilling on the site. The HDD bores should be designed to provide
sufficient depth below water crossings and/or wetlands to reduce the risk of drilling fluid
releasing into such features.
While drilling, fluid seepage away from the borehole is most likely to occur near the bore entry
and exit points where the drill head is shallow; although seepage can occur in any location
along an HDD. This Horizontal Direction Drilling Contingency Plan (Plan) establishes
operational procedures and responsibilities for the prevention, containment, reporting and
cleanup of fluid loss incidents associated with an HDD project. Project drawings and
specifications also provide details of the HDD portion of the project.
The contractor responsible for the work must adhere to this Plan during the HDD process.
Although HDD Contingency Plans are not routinely reviewed or commented upon by regulatory
Page 1 July 12, 2018

HORIZONTAL DIRECTION DRILLING (HDD) CONTINGENCY PLAN
DUKE ENERGY
agencies during project review and approval processes, such plans are often requested by
regulatory agencies when Inadvertent Releases (IRs) occur. Therefore, the Plan and IR reports
may come under regulatory review during regulatory visits, inspections or IR response actions.
The specific objectives of this plan are to:
1. Minimize the potential for a drilling fluid release associated with HDD activities;
2. Protect environmentally sensitive areas;
3. Provide for the timely detection of drilling fluid releases;
4. Ensure an organized, timely, and efficient response in the event of a release of
drilling fluid; and
5. Ensure appropriate notifications are made immediately to appropriate Duke Energy
project and environmental support staff. Duke Energy will be responsible for
notifications to appropriate regulatory agencies.
Pre -Construction Measures
Before any HDD commences, an environmental safety meeting will take place. This Plan will be
discussed, questions answered and any potential conflicts reconciled. The Site Supervisor shall
ensure a copy of this Plan is available (onsite) and accessible to all construction personnel. The
Site Supervisor shall ensure all workers are properly trained and familiar with the necessary
procedures for response to a drilling fluid release prior to commencement of drilling operations.
Other best -management measures are listed below:
1. Anticipated drilling fluid mixtures descriptions are to be provided during the project
review process, including all product Safety Data Sheets (SDSs) of commercial mud
mixes and additives. All such SDSs shall be maintained at the project site.
2. Appropriate HDD drilling fluid spill response items (See Appendix A) shall be kept
onsite and used if an IR of drilling fluid occurs.
3. Prior to construction, the work areas must be flagged and the environmental limits
defined (wetland boundaries, setbacks, etc.). Erosion and sediment controls will be
placed on downgradient sides of the drilling rig location and around the drilling fluid
containment bays as a preventative measure against drilling fluids leaving the drill rig
site. If the project has not necessitated the preparation of a formal Sediment &
Erosion Control Plan, Best Management Plan (BMP) details for appropriate controls
should be reviewed and considered from the Duke Energy Construction Stormwater
Planning Manual (April 2017; Document GDLP-ENV-EVS-00006). Additional details
regarding environmental sensitive areas and construction activities can be found in
this document.
Fluid Loss Response and Measures
The response of the field crew to a drilling fluid loss shall be immediate and in accordance with
procedures identified in this Plan. All appropriate emergency actions that do not pose additional
threats to sensitive resources will be taken, as follows:
1. Containment bays will be in place at both the drill entry and exit points to prevent
drilling fluid from leaving the drill rig site at the entry and exit points. Sufficient
freeboard (two (2) feet) shall be maintained in all containment bays. Silt fences,
Page 2 July 12, 2018

HORIZONTAL DIRECTION DRILLING (HDD) CONTINGENCY PLAN
DUKE ENERGY
wattles, or other appropriate measures shall be placed along the downgradient
boundaries of the drill rig site.
2. The viscosity, pressure and volume of drilling fluids will be closely observed by the
drilling contractor during HDD activities to watch for indications of fluid loss or
developing borehole conditions that could increase the likelihood of an Inadvertent
Release.
3. Drilling operations will be halted by the drill rig operators immediately upon detection
of a loss of circulation, a drop in drilling pressure or any other indicator of fluid loss.
The loss of drilling fluid to the surface is typically greatest at shallow locations,
typically near the entry and exit points of the HDD.
4. Characterization and documentation of any inadvertent release shall begin
immediately. The Site Supervisor and Site Environmental Inspector shall be notified
immediately. Once IR identification occurs, the Site Supervisor shall immediately
notify Duke Energy Environmental support staff. Photographs, details of the release,
location, volume released, receiving stream characteristics and other important
information should be collected and reported immediately to the appropriate Duke
Energy Environmental staff. Containment efforts in accordance with this Plan shall
commence immediately but clean-up of drilling fluid IRs must wait until appropriate
consultation and concurrence from Duke Energy Environmental support staff.
5. In the event of a loss of drilling fluid, the Site Supervisor and Site Environmental
Inspector shall conduct an evaluation of the situation and direct recommended
mitigation actions, based on the following guidelines of the severity of the fluid loss:
a. If the loss of drilling fluid is minor, easily contained, has not reached the
surface and is not threatening environmentally sensitive areas, drilling
operations may resume after use of an approved leak stopping compound,
redirection of the bore or alteration of drilling techniques as applicable based
on site geological conditions and equipment or operator capabilities.
b. If drilling fluid reaches the land surface, the area will be isolated with silt fence,
wattles or similar measures to contain drilling fluid.
i. A containment or relief bay may be installed on high ground to keep
drilling fluid from reaching environmentally sensitive areas and
removal will begin by vac -truck or hand tools.
ii. In areas that cannot be reached by a vac -truck for drilling fluid
removal, a tiered system of contained areas will relay drilling fluid to a
location accessible by a vac -truck and removed.
iii. If it is not possible to relay drilling fluid to a suitable location for
removal by a vac -truck, drilling contractor workers will use hand tools
and vacuums to remove the drilling fluid from contained areas.
iv. Any material coming into contact with drilling fluids shall be removed
to a depth where there are no visible signs of the spilled material,
contained and properly disposed of, as required by Duke Energy
policies. The drilling contractor shall be responsible for ensuring that
the drilling fluid material is either properly disposed of at an approved
Page 3 July 12, 2018

HORIZONTAL DIRECTION DRILLING (HDD) CONTINGENCY PLAN
DUKE ENERGY
disposal facility or properly recycled in an approved manner.
Contractor must provide Duke Energy with documented proof of
disposal.
c. If drilling fluid reaches the surface in surface waters or wetlands, the following
actions will be initiated.
i. For low volume, low flowing streams, a coffer dam (or equivalent) for
containment will be installed downstream.
ii. Photographs, details of the release, location, volume released,
receiving stream characteristics and other important information
should be collected and reported immediately to the appropriate Duke
Energy Environmental staff.
iii. For higher volume, larger flowing streams, a coffer dam (or
equivalent) may be installed both upstream and downstream.
Consideration should be given to use of bypass pumping to ensure no
flooding or potential loss of containment.
iv. Removal of drilling fluid released to high -ground will begin by
appropriate equipment or hand tools immediately. If the fluid loss is
widespread, the Site Supervisor may discuss the use of a vac -truck
with Duke Energy Environmental staff.
v. Due to potential adverse environmental impacts, no released material
located within streams or wetlands shall be removed without prior
discussion with Duke Energy Environmental support staff.
vi. Duke Energy Environmental support staff will be responsible for any
regulatory notifications.
Response Close-out Procedures
When the IR has been contained and cleaned up, response closeout activities will be conducted
at the direction of the Site Supervisor and Site Environmental Inspector and shall include the
following:
1. The recovered drilling fluid will either be recycled or hauled to an approved facility for
disposal. Contractor shall provide Duke Energy Environmental support staff with
documented proof of disposal. No recovered drilling fluids or materials will be
discharged into streams, wetlands, storm drains or any other environmentally sensitive
areas;
2. All spilled drilling fluid excavation and clean-up high ground sites will be returned to pre -
project contours using clean fill, appropriate seeding activities, as necessary. Clean up
to areas within wetlands, streams or other sensitive environmental areas will be on a site
specific basis in consultation with Duke Energy Environmental support staff and
regulatory agencies, if appropriate; and
3. All containment measures (wattles, straw bales, silt fences, etc.) will not be removed
until the site is properly stabilized and such removal is authorized by Duke Energy
Environmental support staff.
Page 4 July 12, 2018

HORIZONTAL DIRECTION DRILLING (HDD) CONTINGENCY PLAN
DUKE ENERGY
In addition to the HDD IR Documentation Form (See Appendix B) the Site Supervisor and Site
Environmental Inspector shall record narrative details of drilling fluid losses or IRs in their daily
log. The narratives shall include any notes or details regarding containment, characterization,
cleanup or stabilization activities not otherwise captured from the HDD IR Documentation Form.
Construction Re -start
For small releases which do not reach surface waters, wetlands or other environmentally
sensitive areas, drilling may continue if the release is promptly contained and cleaned up, and at
least one member of the clean-up crew remains at the drilling fluid loss location throughout the
remainder of the drilling of the bore.
For all other releases which impact environmentally sensitive areas, construction activities will
not restart without prior approval from Duke Energy Environmental staff. IRs into
environmentally sensitive areas will require at least one member of the clean-up crew to remain
at the drilling fluid loss location throughout the remainder of the drilling of the bore as well as
having one member track with, or slightly behind, the drilling head to observe any signs of
potential releases.
Bore Abandonment
Abandonment of the bore will only be considered when all efforts to control the drilling fluid loss
within the existing HDD have failed or borehole conditions have deteriorated to the extent that
completing the bore is infeasible. The borehole will be completely abandoned and a new
location determined. Any borehole abandonment locations will be documented and shown on
any as -built documents.
The following steps will be implemented during abandonment of the borehole:
1. Determine the new location for the HDD crossing.
2. Insert casing, as necessary to remove the pilot string.
3. Pump a thick grout plug into the borehole to securely seal the abandoned borehole.
Communications During an HDD Project
Communications for routine aspects of an HDD should be between the HDD Contractor Site
Supervisor and Duke Energy/Piedmont Project Manager. During IRs, the Duke Energy
Environmental Support staff should be incorporated into such dialogs for guidance and
concurrence on IR response actions. The Duke Energy Environmental Field Support staff will
provide IR details to the Duke Energy Water Subject Matter Expert (SME) for consultation and
determinations regarding regulatory notifications and response activities. The Duke Energy
Water SME will consult with appropriate Duke Energy management representatives regarding
verbal and/or written regulatory notifications and guidance for any response actions. Design
consultant should also be integrated into the activities to benefit from experience or educational
opportunities to improve or enhance HDD design or construction aspects.
Page 5 July 12, 2018

HORIZONTAL DIRECTION DRILLING (HDD) CONTINGENCY PLAN
DUKE ENERGY
Appendix A - HDD Drilling Fluid Spill Response Items
Containment, response, and clean-up equipment will be readily available at the HDD site to
assure a timely response to IRs. Equipment may include, but is not limited to:
- shovels, push brooms, squeegees, trowels, pails and/or other appropriate hand tools
- hay or straw bales, wattles and wooden stakes
- silt fence, T -bar posts, post pounders
- plastic sheeting or geotextile fabric
- sediment/silt curtains, sand bags, absorbent booms or pads
- pumps with sufficient suction & lifting heads; control & check valves and leak -free hoses
- tanks for non -potable water and/or waste mixture storage
- extra radio, cellular phone(s), batteries, flashlights, lanterns
- wetland mats for worker foot -traffic into wetlands
- wetland mats for equipment
- earth moving equipment (backhoes, dozers, skid -steers, as appropriate)
- standby generator(s), light plant, lights and towers, electrical cords
- secondary containment for all on-site mobile equipment, fuel, lube or other chemical
storage containers
- vacuum truck (or on 24-hour call)
- boat with oars or outboard motor (or on 24-hour call)
- SDS sheets for all on-site materials
Page 6 July 12, 2018

HORIZONTAL DIRECTION DRILLING (HDD) CONTINGENCY PLAN
DUKE ENERGY
Appendix B - HDD Inadvertent Release Documentation
Project Name/Number:
Location/Address (Narrative description if necessary,
project drawing #, station #, lat/long, GPS coordinates,
etc.): Include County of incident
Project type: Resource Center or Major Project?
Site Supervisor / Contractor / Cell Phone Number:
Reported By / Cell Phone Number:
Release Date (mm/dd/yyyy):
Release Time (hhmm):
Estimated Impacted Area (Dimensions - length, width
(ft) & depth (in.):
Characterization (fluid type) and Estimated Release
Volume (gallons)
Estimated Duration of Release (min.):
Potential or Actual Environmental Impacts (wetlands,
waterbody (stream name if known), drainageways, or
other areas within 100 feet of water):
Contained To Permitted ROW? (Yes/No)
Assessibility Requirements (4x4, equipment or worker
access mats, hose length, etc):
Proposed method of drilling fluid / waste recovery:
Proposed waste material storage or disposal plan:
Proposed disposal site for waste material:
Photo Documentation (provide pre -cleanup photos of
IR, upgradient, downgradient views, impact areas)
Page 7 July 12, 2018

CONSTRUCTION PLANS
FOR
LINE 446 - BELEWS CREEK PIPELINE
BEGIN PROJECT
LAT: N 36.278139,
LONG: W 80.055796°
Belears Creek
STOKESDALE, NC
IR#: 1626546
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LONG: W79.922224'
INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
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ROCKINGHAM COUNTY
GUILFORD COUNTY
END PROJECT
-
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PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095)' DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE' TO INSURE THERE IS NO RISK OF
LONG: W79.922224'
INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
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ISSUED FOR CONSTRUCTION
ISSUE DATE: 09/21/18
DESIGN CONSULTANTS:
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W. KEITH GUALTIERI, P.E.
ENERGY, LAND ,& INFRASTRUCTURE, LLC.
4250 NORTH FAIRFAX DRIVE, SUITE 60
ARLINGTON, VA 22203
703-994-0429
SURVEYOR:
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ENERGY LAND & INFRASTRUCTURE, LLC
1015 PASSPORT WAY
CARY, NC 27513
919-234-1974
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DWG DATE 09/21/18 SUPERSEDED
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PNG- G - 446 - 0001008 0
PNG-DISCIPLINE-RESOURCE CENTER -NUMBER
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
3
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ENERGY, LAND ,& INFRASTRUCTURE, LLC.
4250 NORTH FAIRFAX DRIVE, SUITE 60
ARLINGTON, VA 22203
703-994-0429
SURVEYOR:
JIM SMITH, PLS
ENERGY LAND & INFRASTRUCTURE, LLC
1015 PASSPORT WAY
CARY, NC 27513
919-234-1974
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SHEET 1 OF 90 DWG SCALE: AS SHOWN
DWG DATE 09/21/18 SUPERSEDED
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PNG- G - 446 - 0001008 0
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LINE 446 BELEWS CREEK PIPELINE
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REC&STD
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CHARLOTTE, NC 28210
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09/21/2018
LU,J�Ja3''1k(G
ENGINEER
CHARLOTTE, NC 28210
1

LEGEND
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PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095)' DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE' TO INSURE THERE IS NO RISK OF
PNG-G-446-0001008
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INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PNG-G-446-0001009
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1
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0
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09/21/2018
LU,J�lll\k'G
ENGINEER
CHARLOTTE, NC 28210
1

LEGEND
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PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095)' DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE' TO INSURE THERE IS NO RISK OF
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—REII—S
REGIONAL
ENGINEER
DWG DATE09/21/18 SUPERCEDED
ACCOUNT NUMBER 0107000
Gas
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PROJECT NUMBER 1626546
—REII—S
DRAWING NUMBER
REVISION
MGR TECH
REC&STD
COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
STOKESDALE NC
1
PNG-C-446- 0001071
0
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09/21/2018
LUJ�Ja3
ENGINEER
CHARLOTTE, NC 28210
1

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PNG-G-446-0001008
c .�?RO
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT
(RIM) POLICY 1001
PNG-G-446-0001009
Oa;•'`FESS /O'•,y%
D �''
NO
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
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LINE 446 BELEWS CREEK PIPELINE
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0
09/21/18
ISSUED FOR CONSTRUCTION
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DWG DATE 09/21/18 SUPERCEDED
Idm
Pled V1 ��
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R�T�RE/'Rm�E
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`p9
Natural Gas
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;�IT;;�,.
REC&STD
COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
STOKESDALE NC
1
PNG-C-446- 0001072
0
DRAWING BY CPD
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—
SIG—REII�m WKG
PRINCIPAL
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
RESOURCE CENTER REIDSVILLE
APPROVED BY
PNG-DISCIPLINE-RESOURCE CENTER-NUMBER
09/21/2018
LU,J�Ja3''\k(G
ENGINEER
CHARLOTTE, NC 28210
1

LEGEND
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REF. DWG(S)
PNG-G-446-0001008
c .�?RO
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PNG-G-446-0001009
Oa;•'`FESS /O'•,y%
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REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
Pied V1 t
Idm
LINE 446 — BELEWS CREEK PIPELINE
EROSION CONTROL PLAN
SHEET ]$ OF 90 DWG SCALE: AS SHOWN
0 09/21/18
ISSUED FOR CONSTRUCTION
JKC
CPD
WKG
AREA CODE 9335
SIG—RE
REGIONAL
ENGINEER
DWG DATE 09/21/18 SUPERCEDED
ACCOUNT NUMBER 0107000
—
PROJECT NUMBER 1626546
w�T�aE,I�m�s
MGR TECH
DRAWING NUMBER
REVISION
`p9211200
Natural Gas
.NGINE. y
Az ITV; ,,`
REC&STD
COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
STOKESDALE NC
1
PNG-C-446- 0001073
0
DRAWING BY CPD
CHECKED BY CPD
oa,E
09/21/20
sl��r RE l�m WKG
LUJ�Ja3 I�G
PRINCIPAL
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CORP. OFFICE 4720 PIEDMONT ROW DRIVE
CHARLOTTE, NC 28210
RESOURCE CENTER REIDSVILLE18
APPROVED BY
PNG-DISCIPLINE-RESOURCE CENTER -NUMBER

LEGEND
/ / /
STREAM 32 CROSSING NOTES: /
r�cE rzwaxnxrmiumucnaiEx,xa+cE ®
TF ED"ECKDM c
EMS.1D J..X _-LOD-
M s INS
1. MATS WILL BE PLACED ACROSS THE STREAM TO CREATE WORKSPACE WHILE
sIL.EEDCE,"DDk — 3F L
THE BORE UNDER THE ROAD IS INSTALLED.
:ILTEENaDDnET 0
\ 2. ONCE THE BORE IS COMPLETED, THE CROSSING UNDER THE STREAM WILL BE
177 1 51T50g` r'1
\ CONSTRUCTED. /
CLEAR AND GRUB FULL PERMANENT EASEMENT (USE
\ HAND TOOLS WITHIN 10' OF STREAM). INSTALL SILT
\
­11- F-RASTEDT�DN 0
TEMEow,aMSTa MES:SND --
® TEMFON,arwE—DDa IND L==�
\ FENCE AS THE AREA IS CLEARED. INSTALL SLOPE
\ \ BREAKERS/WATER BARS. INSTALL AMERICAN
/ \
F7 1 E EDaE.,�a -rw,.r
\ \ EXCELSIOR CURLEX I FIBRENET OR ENGINEER
/
® 7FE1—E.. ®
reMMON,arTRE,�"Puw o
\ APPROVED EQUIVALENT AND APPROVED SEED / / PHIL SCALE(IN FEET) -
CUREXPIKI wEW ��
MIXTURE AS SOON AS POSSIBLE OR WITHIN 7 DAYS.
\ ONCE THE PIPELINE IS INSTALLED, THE CURLEX AND / /
FE.NEM­NG O
E,a,,,.E<TET01-
_ssa...pppuuuaaa
GRASS SEED SHOULD BE RE-INSTALLED AS SOON AS
® LLTJ
\ POSSIBLE
IEIIINEI EIENT F71
T'=..'.S.T' ENT
pas
\ STREAM 32
(INTERMITTENT)
\ TEMPORARY
IMPACT: OPEN CUT /
F�0YI FOR GAS LINE,-
\
DEWATERING_--910----
STRUCTURE,
}
\ \ EQUIPMENT \- - - -
S(TREAM 31
�-
-O
CROSSING/MAT PERENNIAL) -------PLACEMENT x0O
9915---!-�-y-j-
EXISTING EXISTING G L ------_R
y-
Na
ECULVERT -------CX
CE
SB xo0 FLOW TCE kp I I o �P�/
CX
��SB 0
p �1
330 oo Y T E 40'TEMP �/ //WNo�N►P
EASEMENT
a
F ►V N / TSC \\ \ --------
---' PROPOS GAS
a
32g+00
STREAM 34 F P / PERMANENT\\\ \\\\\ oo \\
(INTERMITTENT)
III \� ACCES,S
TEMPORARY IMPACT: OPEN/ AR-O q 0 \ \ \ \ \ g - o + / O -
CUT FOR GAS LINE, +0 I/ (TEMPO Rlf \\\\ \ \ \\ / \\ W I ' x
DEWATERING STRUCTURE, 328 I i )\
EQUIPMENT CROSSING/MAT \
PLACEMENT \ T C D \ to
/ \
--
_
j,
ESHE T78 m % '---------___--'
E 1 \ ------ ®______ '
'---
W , r
Tp'.327+00 a0 �—/9po
MA7C ,r
S \ \SFC - - --- -----------II \\
32g+0\ \ -
---- ---- -
/�.RE',�IVF SO � 905 '3, --------'
/�/
, - - - -
R \ `. `. \ T, \ �, - •-� __�/ f(O IMP/[CT-_ _____910-'�� "'� _-- ______________`
___--915--
00
325
0 �OV
i
3+
320 x\
g?o / / -= ------ -
32 + , -1 -------
/ _
14
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\ OO
ji710 01
N
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVEDDO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
REF. DWG(S)
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095)' DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE' TO INSURE THERE IS NO RISK OF
PNG-G-446-0001008
.�?RO
c Z�%,
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PNG-G-446-0001009
Oa;•'`FESS /O'•,y%
°
NO DATE
REVISION(5)DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
dm
Pied V1 t211200
ININatural
LINE 446 — BELEWS CREEK PIPELINE
SHEET 79 OF 90 DWGSCALE: ASSHOWN
0 09/21/18
ISSUED FOR CONSTRUCTION
JKC
CPD
WKS
AREA CODE 9335
m�s
REGIONAL
ENGINEER
DWG DATE 09/21/18 SUPERCEDED
ACCOUNT NUMBER 0107000
Gas
EROSION CONTROL PLAN
PROJECT NUMBER 1626546
�TNaE' �m�s
DRAWING NUMBER
REVISION
Az ITV; ,,`
MGR TECH
REC&STD
COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
STOKESDALE NC
1
PNG-C-446- 0001074
0
DRAWING BY CPD
CHECKED BY CPD
DaTE
09/21/2018
s��T RE r,m WKG
LUJ�Ja3 I�G
PRINCIPAL
ENGINEER
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
CHARLOTTE, NC 28210
RESOURCE CENTER REIDSVILLE
APPROVED BY
PNG-DISCIPLINE-RESOURCE CENTER-NUMBER

LEGEND
91FFHLELHECKDAM
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/
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/
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1 \
O - � `\-OFvii%TLANOFROMFORESTED---_--_-- CROSSING/MAT,PLgCEMENT. 0
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---__+_
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_,_'40',TEMP o
I i
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REAM-(_ ----------\`
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---
`8807
t0
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-
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362+06 I --
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/ \
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-, ��
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_ --- e2o\-- \\ WETLAND'$Egb 01xTU AND STRAW AS SOON `I
AS PO$SIBLE� ONCE, T \
3 --
-' WEtL ND MIX,NE IS \
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' ��A TA
SOON AS PASSIBLE.;
r
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PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVEDDO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095)' DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE' TO INSURE THERE IS NO RISK OF
REF. DWG(S)
PNG-G-446-0001008
.�?Rp"
, Z
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PNG-G-446-0001009
Oa;•'`FESS/O .-7
D �''
NO DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
dm
V1 ��
ranaturall
LINE 446 — BELEWS CREEK PIPELINE
EROSION CONTROL PLAN
SHEET $0 OF 90 DWG SCALE: AS SHOWN
0 09/21/18
ISSUED FOR CONSTRUCTION
JKC
CPD
WKG
AREA CODE 9335
�T�"E"Mm�G
REGIONAL
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DWG DATE 09/21/18 SUPERCEDED
ACCOUNT NUMBER 0107000
NUMBER 1626546
E
M�TMaE,IMm�s
MGR TECH�DRAWING
DRAWING NUMBER
Gas
REC&STDSTOKESDALE
COPYRIGHT2014PIEDMONTNATURALGASCORP.1PNG-C-446-
NCCHECKED
0001075
FREVPROJECT
BY cPD
BY CPD
DaE
09/21/2018
GG�TME Mm WKG
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CORP. OFFICE 4720 PIEDMONT ROW DRIVE
CHARLOTTE, NC 28210
RESOURCE CENTER REIDSVILLE
APPROVED BY
PNG-DISCIPLINE-RESOURCE CENTER-NUMBER

LEGEND
® A $lg A \
�waxnxrmiumucnaiExxa+cE ®
OL'.111
I
\ ` \\ \ END OF EXISTING
\\ \ $ \\ $ GRAVEL ACCESS ROAD \
s.F�ISTu... --LOD-
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o sDi
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\ \ \
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\\ �, It 1 �i \ \\ �, ---------- / \ ' ' /
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NECESSARY FOR
USE BY VEikiICLES
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ENNIAL
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)
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DEWATERING TRUCrURE - 8
\\ I 1 \ NOIMPACy
�\ f ( EQUIPMENT CRf��SSING/MAT\ \
\— -------"
; \ PLACEMENT \\ c°o \\------3
—— — — — — —/ \\ i� \ __
\\ \ �+° WETLANDS/'! / \
'-------------- PERMANENT EASEMENT
%
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8 ——CNVER$IbN FROM FORESTED/
TO NONyFORESTEO
STREAM 3ACES§ ROD bEXISTI G
\\°�\l\\
�AR-003 >o STREAM 5
(PERENNIAL)
(INTORV1TTNT))(TEMPOR►Rl)
_
'`--------- HDD BORE
}$ ----- 8 NDD BORE
-----"- 65' TEIRP \ \ 60' PROPOSED i NO IMPACT
EASEMENT �` 40' TEMP NO - i Nb I�VIPACT
- - A �`, EASEMENT ----
o
10
\or1 0 oo -8g fio . ooa 0
00 0 0 0 0
+ + 0a++ + + + + + +\ + + - I
n o M w of
/
;
+%
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I
'- �--- `--\ ---' —
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TCE $ � '--- e�+ � ---- �v v _ _INSTALL APPROVED U ND AND WETAAND___— - I
—
le — ,
\\ �_,____1 \ \ ` SEE MIXTURE AND $ AS SOON AS
OGBURN MILL ROAD \ __ sqo �- __,
- "--_-_,__
"-PO SH3tE.,DO NOT,PLACk MATS ACROSS87o - —
$ WETLAND FOR ACCESS: /
EXISTING GRAVEL $\VA\\ \\ v7
ACCESS ROAD \
VA
MATCHLINE A-A __----
SCALE 1"=100'
i
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVEDDO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
REF. DWG(S)
++
``\N .�?RO
``�..
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095)' DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE' TO INSURE THERE IS NO RISK OF
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PNG-G-446-0001008
PNG-G-446-0001009
Oa;•'`FESS /O'•,y%
D
NO DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
dm
Pled V1 ��
ININatural
LINE 446 — BELEWS CREEK PIPELINE
EROSION CONTROL PLAN
SHEET $1 OF 90 DWG SCALE: AS SHOWN
0 09/21/18
ISSUED FOR CONSTRUCTION
JKC
CPD
WKG
AREA CODE 9335
�T�xE"xm�G
REGIONAL
ENGINEER
DWG DATE 09/21/18 SUPERCEDED
ACCOUNT NUMBER 0107000
PROJECT NUMBER 1626546
—REIIN—
MGR TECH
DRAWING NUMBER
REVISIGN
Gas
�Tt;�,,`
REC&STD
COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
STOKESDALE NC
1
PNG-C-446- 0001076
0
DRAWING BY CPD
CHECKED BY CPD
DA,E
09/21/2018
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PRINCIPAL
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ol
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
CHARLOTTE, NC 28210
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1
APPROVED BY
PNG-DISCIPLINE-RESOURCE CENTER-NUMBER

LEGEND
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� � SEED MIXTURE AND STRAW AS SOON AS
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PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
REF. DWG(S)
„1
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095)' DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE' TO INSURE THERE IS NO RISK OF
PNG-G-446-0001008
```.. .�?RO
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PNG-G-446-0001009
Oa;•'`FESS [O'•,y%
° �'' =
NO DATE
REVISION(S)DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
LINE 446 BELEWS CREEK PIPELINE
SHEET 82 OF 90 DWGSCALE: ASSHOWN
0 09/21/18
ISSUED FOR CONSTRUCTION
JKC
CPD
WKG
AREA CODE 9335
a�.aaE,lam�G
REGIONAL
ENGINEER
DWG DATE09/21/18 SUPERCEDED
�jp
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ININatural
—
EROSION CONTROL PLAN
ACCOUNT NUMBER 0107000
PROJECT NUMBER 1626546
E
a�,wREIIam�E
MGR TECH
DRAWING NUMBER
REVISION
Gas
?/,.NGINE. y
;��Tt; ,,`
REC&STD
COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
STOKESDALE NC
1
PNG-C-446- 0001077
0
DRAWING BY CPD
CHECKED BY CPD
aa�
G1G URE/lam WKG
PRINCIPAL
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
RESOURCE CENTER REIDSVILLE
APPROVED BY
PNG-DISCIPLINE-RESOURCE CENTER-NUMBER
09/21/2018
LU,J�11111k'G
ENGINEER
CHARLOTTE, NC 28210
1

LEGEND
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PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWING' USE DIMENSIONS ONLY
REF. DWG(S)
III
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) ` DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE' TO INSURE THERE IS NO RISK OF
PNG-G-446-0001008
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PNG-G-446-0001009
Oa;•'`FESS )O'•,y%
D �''
NO DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
�jp
F%dmcwd
ral
LINE 446 — BELEWS CREEK PIPELINE
SHEET $3 OF 90 DWG SCALE: AS SHOWN
0 09/21/18
ISSUED FOR CONSTRUCTION
JKC
CPD
WKG
AREA CODE 9335
�.�ME/'Mm�s
REGIONAL
ENGINEER
DWG DATE 09/21/18 SUPERCEDED
ACCOUNT NUMBER 0107000
X09
Natural Gas
EROSION CONTROL PLAN
PROJECT NUMBER 1626546
E
—RE—
MGR TECH
DRAWING NUMBER
REVISIGN
DRAWING BY CPD
h;,,`
REC&STD
COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
STOKESDALE NC
1
PNG—C-446— 0001078
0
CHECKED BY CPD
oa�
sl��.�ME,IMm WKG
U G
PRINCIPAL
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
RESOURCE CENTER REIDSVILLE
APPROVED BY
PNG-DISCIPLINE-RESOURCE CENTER -NUMBER
09/21/2018
W)9J a3
ENGINEER
ICHARLOTTE, NC 28210
1

LEGEND
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GRAPHIC SCALE (IN FEET) '------______
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/ v PERMANE T EASEMENT `- I PERM NENT)
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AN1ENTYMPAC-T: ROWv% __ -- rid - % � EAR, YbRUB 8`
CONVERSION`FROMFORESTEb` 'fix / 1'1 DFS it
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TO.NON-FORESTED 1I ;�1� O
t/ Oa I \ \
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I
iip�x 8¢ PROPOSED
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STREAM 1`F
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`
I O L 41 f_--_ �x `--- LINE,
x0� _ 6A33• TEMP OPEN-Cr�1T FOR GAS
43 \
kSNE LI DEWATERING d-
Ni f - STRUCTURES mF v 40' TEMP`
9
z
J
2 I PO \ _ ------ \ i ; 'EAS€MENT i. 488
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--- SSING/MAT 11o I r 1
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EL
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0x `
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42 `y` _EXISTING -_ q 9+00—'
° 8
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----wETLANDkBEXtS
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CONSTRUCTION STATION'& PNGa
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TEMPORARY -
;Ir
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-----------
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NO imp-ACTr_ START PROSECT ■ `i
870_, {"yETLANDWXAPERMANENT /// — \ f-•lF/ 111 111 \ ;
--- EAS,EMENT�EMPORARY--ITp. I1
c 472+00 \\ oo IMrACT: OPEN CUT FOR GAS \\
J,
r /
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LOW \ETRUiTURE,`E4UkPMENT//
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11 r r
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N PERMA ENT
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-IMPAC7r: ROW,CQNVE#t$ION OF
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4�A�P' _ WETXANDRQMIFQRGSED TO ---------
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r
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[.� � \ �a•�.`-.. gag .,
01 _.
5
--- - - ,1-- --'--- -- \ \ __,-,-- ------------------------"_-
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVEDDO NOT SCALE THIS DRAWING USE DIMENSIONS ONLY
REF. DWG(S)
III
c •�?RO
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095)' DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE' TO INSURE THERE IS NO RISK OF
INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PNG-G-446-0001008
PNG-G-446-0001009
Oa;•'`FESS /O'•,y%
z.Q�° �'' =
NO DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
�jp
F%dmcwd
ral
LINE 446 - BELEWS CREEK PIPELINE
EROSION CONTROL PLAN
SHEET $¢ OF 90 DWG SCALE: AS SHOWN
0 09/21/18
ISSUED FOR CONSTRUCTION
JKC
CPD
WKG
AREA CODE 9335
�T�xE,Ixm�s
REGIONAL
ENGINEER
DWG DATE 09/21/18 SUPERCEDED
ACCOUNT NUMBER 0107000
PROJECT NUMBER 1626546
-RE-
MGR TECH
DRAWING NUMBER
REVISION
X09
Natural Gas
�Tt;,,`
REC&STD
COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
STOKESDALE NC
1
PNG-C-446- 0001079
0
DRAWING BY CPD
CHECKED BY CPD
DATE
09/21/2018
s��T xE lxm WKG
LU )9J a3 I�G
PRINCIPAL
ENGINEER
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
I CHARLOTTE, NC 28210
RESOURCE CENTER REIDSVILLE
APPROVED BY
PNG-DISCIPLINE-RESOURCE CENTER -NUMBER