20180576 Ver 1_401 Application_20180423

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3500 Parkway I ane. S�vte 5!q T 678 338 �1401 F R7B 338 �14a
Per:n[recGxmx G&vgn:UtH9 a�.wµtrtYx�.mn
April 20, 2018
Paul Wojoski
NC DWR, 401 & Buffer Permitting Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
Re: Piedmont Natural Gas
Line 326 DOT Relocation Project
Forsyth County, North Carolina
401 Water Quality Certification Application
Dear Mr. Paul Wojoski
On behalf of Piedmont Natural Gas (PNG), Pond is pleased to request for 401 Water Quality
Certification for PNG's Line 326 DOT Relocation project. This proposed project would impact
jurisdictional waters of the US, including wetlands and streams associated with the installation
of approximately 0.78 miles of 6-inch steel, natural gas pipeline in Forsyth County, North
Carolina. PNG has an existing pipeline within North Carolina Department of Transportation
(NCDOT) right-of-way (ROW) that is being relocated to accommodate NCDOT reconfiguring the
roadway.
The project starts (36.217, -80.309) at an existing tie-in approximately 0.5 miles north of the
John M Gold Freeway and Highway 65 intersection near Stanleyville, North Carolina. The
proposed route then travels approximately 4,100 linear feet (LF) south along the west side of
John M Gold Freeway and crosses Highway 65 to tie into the existing 6-inch pipeline (36.208, -
80.304) on Bethania Rural Hall Road/Highway 65. The ROW will be cleared for a 100-foot
corridor and maintained as a 50-foot wide easement except where the pipe and ROW cross
waters of the US, in which case the ROW will be narrowed to no more than 40 feet. The pipeline
construction activities will include initial ROW clearing and grubbing, installation of erosion and
sediment control (E&SC) best management practices (BMPs), trench excavation, pipe
installation, backfilling to preconstruction conditions, and implementing final stabilization. The
proposed natural gas pipeline project traverses mostly mixed pine-hardwood forestland.
Waters of the US including two perennial streams, one intermittent stream, and one wetland will
be crossed by the project. All stream crossings will involve open-cut construction methods and
have been oriented as close to perpendicular as possible to minimize impacts.
All Pond & Company morketing moteriols ore p�inted on popers mntoining posPmnsumer recydedJibers and are FSCCertiJied

Based on the proposed activity and impacts, this project qualifies under the terms and conditions
of the 401 Certification. We trust the information provided within this document package will be
sufficient for your office to grant the 401 Certification approval. If you have any questions or
requests for information please contact Flynt Barksdale (678-459-2470,
barksdalefCcDpondco.coml or Glenn Martin (706-255-0852, martinaiCcilpondco.com).
Respectfully,
I��/ / i%i��� �
W. Flynt Barksdale, PWS Glenn I. Martin, PWS, CE
Senior Scientist Project Manager
cc: Alicia DePalma, Environmental Siting and Licensing Support
USACE, Section 404 Permitting
Enclosures:
Attachment A: PCN Package
Attachment B: Plans

Attachment A: PCN Package

_0
3500 Pnkvny lare, Suite 500 T� B�R 338 na01 F: g�B 33R »<a
FNr.MmnCnma GBn9n3NfPJ w�..ryrho.rm�
April 20, 2018
Mr. Bryan Roden-Reynolds
United States Army Corps of Engineers
Asheville Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, North Carolina 28801
704-510-1440
bryan. [e-mail]. mil
Re: Piedmont Natural Gas
Line 326 DOT Relocation Project
Forsyth County, North Carolina
Nationwide Permit 12 — Pre-construction Notification
Dear Mr. Roden-Reynolds
On behalf of Piedmont Natural Gas (PNG), Pond is pleased to submit this Pre-Construction Notification
(PCN) and supporting documentation for the use of a Nationwide Permit (NWP) 12, pursuant to Section
404 of the Clean Water Act (CWA). This proposed project would impact jurisdictional waters of the US,
including wetlands and streams associated with the installation of approximately 0.78 miles of 6-inch
steel, natural gas pipeline in Forsyth County, North Carolina. PNG has an existing pipeline within North
Carolina Department of Transportation (NCDOT) right-of-way (ROV� that is being relocated to
accommodate NCDOT reconfiguring the roadway.
The project starts (36.217, -80.309) at an existing tie-in approximately 0.5 miles north of the John M Gold
Freeway and Highway 65 intersection near Stanleyville, North Carolina. The proposed route then travels
approximately 4,100 linear feet (LF) south along the west side of John M Gold Freeway and crosses
Highway 65 to tie into the existing 6-inch pipeline (36.208, -80.304) on Bethania Rural Hall Road/Highway
65. The ROW will be cleared for a 100-foot corridor and maintained as a 50-foot wide easement except
where the pipe and ROW cross waters of the US, in which case the ROW will be narrowed to no more
than 40 feet. The pipeline construction activities will include initial ROW clearing and grubbing, installation
of erosion and sediment control (E&SC) best management practices (BMPs), trench excavation, pipe
installation, bac�lling to preconstruction conditions, and implementing final stabilization. The proposed
natural gas pipeline project traverses mostly mixed pine-hardwood forestland.
Waters of the US including two perennial streams, one intermittent stream, and one wetland will be
crossed by the project. All stream crossings will involve open-cut construction methods and have been
oriented as close to perpendicular as possible to minimize impacts.
Based on the proposed activity and impacts, this project qualifies under the terms and conditions of the
NWP 12. We trust the information provided within this document package will be sufficient for your office
to grant the Section 404 approval. If you have any questions or requests for information please contact
All PonA& Compony marketing mnteriols nre printed on popers rontoining post-mnsumer rerydedJibers and are FSCCerti/ied.

Flynt Barksdale (678-459-2470,
martinaiLa�.nondco.com).
Respectfully,
W. Flynt Barksdale, PWS
barksdalef(�D�ondco.coml or Glenn Martin (706-255-0852,
A����
Glenn I. Martin, PWS, CE
Senior Scientist Project Manager
cc: Alicia DePalma, Environmental Siting and Licensing Support
NC DWR, 401 & Buffer Permitting Branch
Enclosures:
Attachment A: USACE Documents
Agent Authorization Form
Jurisdictional Determination Request Form
Attachment A: Preliminary Jurisdiction Determination Form
(Supplemental I nformation)
Pre-Construction Notification Form
(Su pplemental I nformation)
ORM Aquatic Resources Table
USACE Wetland Determination Data Forms
Attachment B. Figures
Figure 1. Location Map
Figure 2. Project Overview Map
Figure 3. USGS Topographic Maps
Figure 4. USFWS NWI Maps
Figure 5. NRCS Soils Maps
Figure 6. Jurisdictional Impact Maps
Figure 7. FEMA Maps
Attachment C. Project Photographic Log
Attachment D. IPaC Trust Resources Report

Attachment A: USACE Documents
Agent Authorization Form
Jurisdictional Determination Request Form
Attachment A: Preliminary Jurisdiction Determination Form
(Supplemental Information)
Pre-Construction Notification Form
(Supplemental Information)
ORM Aquatic Resources Table
USACE Wetland Determination Data Forms

AGEfdT AUTHORIZATION �ORM
Line 326 DOY 12elocaqon (Begin (36.217, -80.309), End (36,208, -80.304)J
Project Location:
Please print:
Properly Owner: Pledmant Natural Gas
The undersigned, registered property owners oP the above noted project easemenfi, do hereby authorize
Glenn I. Martin
. of
(Contractor / Agent)
Pond & Co
(Name of consulting firm)
to act on my behalf and t�ke all actions necessary for the processing, issuance and acceptance of
thfs permit or cerrtification and any and afl standard and specfal condidons attached.
Properiy Owner's Address (ff different than above):
4720 Piedmont Row Drive, Charlotte, NC 2821d
Telephone: [phone]
I hereby certify the above Information submitted in this applicatlon ts true and accurate to the
best of my knowledge.
Aaron L. Weldon, Engineering Project Manager
Authorized Property Owner (Printed)
�ate• `� l�l1$
� . ���
Authorized Signature

Jurisdictional Determination Request
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N7n:rqmn oiana
This form is intended for use by anyone requesting a jurisdictional determination (JD) from the
U.S. Army Corps of Engineers, Wilmington District (Corps). Please include all suppor[ing
information, as described within each category, with your request. You may submit your request
to the appropriate Corps Field Office (or project manager, if known) via mail, electronic mail, or
facsimile. A current list of county assignments by Field Office and project manager can be
found on-line at: http://www.saw.usace.annv.mil/Missions/Re u� IatoryPermitPro�ram.aspx , by
telephoning: 910-251-4633, or by contacting any of the field offices listed below:
ASHEVILLE REGULATORY FIELD OFFICE
US Anny Corps of Engineers
151 Patton Avenue, Room 208
Asheville, North Carolina 2880I-5006
General Number. [phone]
Fa�c Number: [phone]
RALEIGH REGULATORY FIELD OFFTCE
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
General Number. [phone]
Fax Number. [phone]
WASHINGTON REGULATORY FIELD OFF[CE
US Army Corps of Engineers
2407 West Fifth Street
Washing[on, North Carolina 27889
General Number. [phone]
Fax Number: [phone]
WILMINGTON REGULATORY FIELD OFFICE
US Artny Corps of Engineers
69 Darling[on Avenue
Wilming[on, North Carolina 28403
General Number: 910-251-4633
Fax Number. [phone]
Version: December 2013 Page 1

Jurisdictional Determination Request
INSTRUCTIONS:
All requestors must complete Parts A, B, C, D, E and F.
NOTE TO CONSULTANTS AND AGENCIES: If you are requesting a JD on behalf of a
paying client or your agency, please note the specific submittal requirements in Part G.
NOTE ON PART D— PROPERTY OWNER AUTHORIZATION: Please be aware that all JD
requests must include the current property owner authorization for the Corps to proceed with the
determination, which may include inspection of the property when necessary. This form must be
signed by the current property owner to be considered a complete request.
NOTE ON PART D- NCDOT REQUESTS: Property owner authorization/notification for JD
requests associated with North Carolina Department of Transportation (NCDOT) projects will be
conducted according to the current NCDOT/LTSACE protocols.
NOTE TO USDA PROGRAM PARTICIPANTS: A Corps approved or preliminary JD may not
be valid for the wetland conservation provisions of the Food Security Act of 1985. If you or
your tenant are USDA Program participants, or anticipate participation in USDA programs, you
should also request a certified wetland determination from the local office of the Natural
Resources Conservation Service, prior to starting work. .
Version: December 2013 Page 2

►�
B.
C.
Jurisdictional Determination Request
PARCEL INFORMATION
StTOet 1�dCITeSS: South of US-52/State Route 65 Interchange
Cl�, Si1ie: Stanleyville, North Carolina
CO�{�r: Forsyth County
D1TeCtloriS: From Stanelyville, NC: Head west on SR 1840 to US-52/SR-65 Interchange.
Continue south of interchange for —0.22 miles.
Parcel Index Number(s) (PIN):
REQUESTOR INFORMATION
See PCN Supplemental Infortnation for landowner and parcel information
NaTne: Glenn I. Martin
M8111rig AC1C�TeSS: 3500 Parkway Lane, Peachtree Corners, GA 30092
Telephone Number: (s�a� sssa�aa
Electronic Mail Address I: man�n9�@Pond�o.�m
Select one:
� I am the current property owner.
❑✓ I am an Authorized Agent or Environmental Consultantz
I�
I�
Interested Buyer or Under Contract to Purchase
Other, please explain.
PROPERTY OWNER INFORMATION
Name:
Mailing Address:
Telephone Number:
Electronic Mail Address3
Aaron Weldon
4720 Piedmont Row Drive
Charlotte, NC 28233
[phone]
[e-mail]
❑✓ Proof of Ownership Attached (e.g. a copy of Deed, County GIS/Parcel/Tax Record data)
1 If available
Z Must attach completed Agent Authorization Form
3 If available
Version: December 2013 Page 3

jurisdictionaI Determination Request
D. PROPERTY OWNER CERTIFICATION4
I, the undersigned, a duly authorized owner of record of the property/properties identified herein,
do authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps)
to enter upon the property herein described for the purpose of conducting on-site investigations
and issuing a determinadon associated with Waters of the U.S. subject to Federal jurisdiction
under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of
1899.
Aaron Weldon (PNG)
Ovmer (please print)
Property Owner Signature
E. 3URISDICTIONAL DETERMINATION TYPE
Select One:
a
IC
Date
I am requesting that the Corps provide a areliminarY JD for the property identified herein.
This request does include a delineation.
I am requesting that the Corps provide a preliminary JD for the property identified herein.
This request does NOT include a delineation. ,
� I am requesting that the Corps investigate the property/project azea for the presence or
absence of WoUSS and provide an apnroved JD for the property identified herein. This
request does NOT include a request for a verified delineation.
� I am rec2uesting that the Carps delineate the boundaries of all WoUS on a property/project
area and provide an approved JD {this may or may not include a survey plat).
� I am requesting that the Corps evaluate and approve a delineation of WoUS (conducted
by others) on a property/project area and provide an apnroved JD (may or may not
include a survey plat).
° Far NCDOT requests following the current NCDOT/USACE protocols, skip to Part E. '
5 Waters of the United States
Versiori: December 2013 Page 4

Jurisdictional Determination Request
F. ALL REQLTESTS
� Map of Property or Project Area (attached). This Map must clearly depict the boundaries
of the area of evaluation.
❑✓ Size of Property or Project Area 9�5 acres
ni verify that the property (or project) boundaries have recently been surveyed and marked
by a licensed land surveyor OR are otherwise clearly marked or distinguishable.
G. JD REQUESTS FROM CONSULTANTS OR AGENCIES
(1) Preliminary JD Requests:
� Completed and signed Preliminarv Jurisdictional Determination Form6.
� Project Coordinates: 36.217 Latitude -$0.309 Longitude
Maps (no larger than l 1x17) with Project Boundary Overlay:
� Large and sma11 scale maps that depict, at minimum: streets, intersections, towns
❑✓ Aerial Photography of the project area
� USGS Topographic Map
❑✓ Soil Survey Map
� Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site
Plan, previous delineation maps, LIDAR maps, FEMA floodplain maps)
6 See Appendix A of this Form. From Regulatory Guidance Letter No. 08-02, dated June 26, 2008
Version: December 2013 Page 5

Jurisdictional Determination Request
Delineation Information (when applicable)�:
Wedands:
� Wetland Data Sheets8
❑✓
❑✓
❑✓
Upland Data Sheets
Landscape Photos, if taken
Tributazies:
� USACE Assessment Forms
� Other Assessment Forms
(when appropriate)
Field Sketch overlain on legible Map that includes:
■ All aquatic resources (for sites with multiple resources, label and identify)
• Locations of wetland data points and/or tributary assessment reaches
■ Locations of photo stations
■ Approximate acreage/lineaz footage of aquatic resources
(2) Approved JDs including Verification of a Delineation:
� Project Coordinates:
Latitude Longitude
Maps (no targer than 11 x 17) with Project Boundary Overlay:
_I
u
�
�
Lazge and small scale maps that depict, at minimum: streets, intersections, towns
Aerial Photography of the project area
USGS Topographic Map
Soil Survey Map
� Other Maps, as appropriate (e.g. National Wedand Inventory Map, Proposed Site Plan,
previous delineation maps)
� 1987 Manual Regional Supplemen[5 and Data forms can be found at:
htto://www.usace.armv.mil/Missions/CivilWorks/Re¢ulatorvProaramandPermits/rea suoo.asox
We[land and Stream Assessment Methodologies can be found at:
htto://oortal.ncdenr.ora/c/document librarv/¢et file?uuid=76f3c58b-dab8-4960-ba43-45b7faf06f4c&¢rouold=38364 and,
htto://www.saw.usace.armv.mil/Portals/59/docs/reeulatorv/oublicnotices/2013/NCSAM Draft User Manual 130318.odf
a Delineation information must include, at minimum, one wetland data sheet for each wetland/community type.
Version: December 2013 Page 6

Jurisdictional Determination Request
Delineation Information (when applicable):
Wetlands:
� Wetland Data Sheets9
❑�
�
n
Upland Data Sheets
Landscape Photos, if taken
Tributaries:
� USACE Assessment Forms
� Other Assessment Forms
(when appropriate)
Field Skatch overlain on legible Map that includes:
• All aquatic resources (for sites with multiple resources, label and identify)
• Locations of wetland data points and/or tributary assessment reaches
• Locations of photo stations
• Approximate acreage/linear footage of aquatic resources
Supporting Jurisdictional Information (for Approved JDs only)
�❑
I�
Approved Jurisdictional Deternunation Form(s) (also known as "Rapanos
Form(s)")
Map(s) depicting the potential (or lack of potential) hydrologic connection(s),
adjacency, etc. to navigable waters.
9 Delineation information must include, at minimum, one wetland data sheet for each wetland/community type.
Version: December 2013 Page 7

Jurisdictional Determination Request
I. REQUESTS FOR CORPS APPROVAL OF SURVEY PLAT
Prior to final production of a Plat, the Wilmington District recommends that the Land
Surveyor electronically submit a draft of a Survey Plat to the Corps project manager for
review.
Due to storage limitations of our administrative records, the Corps requires that all hard-
copy submittals include at least one ori inal Plat to scale) that is no larger than 11"x17"
(the use of match lines for larger tracts acceptable). Additional copies of a plat, including
those larger than 11"xl7", may also be submitted for Corps signature as needed. The
Corps also accepts electronic submittals of plats, such as those transmitted as a Portable
Document Format (PDF) file. Upon verification, the Corps can electronically sign these
plats and return them via e-mail to the requestor.
(1) PLATS SUBMITTED FOR APPROVAL
I�I
CI�
Must be sealed and signed by a licensed professionalland surveyor
Must be to scale (all maps must include both a graphic scale and a verbal scale)
� Must be legible
�
I-
�
I-
❑
Must include a North Arrow, Scale(s), Title, Property Information
Must include a legible WoUS Delineation Table of distances and bearings/metes
and bounds/GPS coordinates of all surveyed delineation points
Must clearly depict surveyed property or project boundaries
Must clearly identify the known surveyed point(s) used as reference (e.g. property
corner, USGS monument)
When wetlands are depicted:
• Must include acreage (or square footage) of wetland polygons
• Must identify each wetland polygon using an alphanumeric system
Version: December 2013 Page 8

Jurisdictional Determination Request
� When tributaries are depicted:
• Must include either a surveyed, approximate centerline of tributary with
approximate width of tributary OR surveyed Ordinary High Water Marks
(OHWM) of tributary
• Must identify each tributary using an alphanumeric system
• Must include linear footage of tributaries and calculated area (using approximate
widths or surveyed OIIVVM)
• Must include name of tributary (based on the most recent USGS topographic
map) or, when no USGS name exists, identify as "unnamed tributary"
� all depicted WoUS (wetland polygons and tributary lines) must intersect or tie-to
surveyed projectJproperty boundaries
� Must include the location of wetland data points and/or tributary assessment
reaches
� Must include, label accordingly, and depict acreage of all waters not currently
subject to the requirements of the CWA (e.g. "isolated wetlands", "non-
jurisdictional waters"). NOTE: An approved JD must be conducted in order to
make an official Corps determination that a particular waterbody or wetland is not
jurisdictional.
� Must include and survey all existing conveyances (pipes, culverts, etc.) that
transport WoUS
Version: December 2013 Page 9

Jurisdictional Determination Request
(2) CERTIFICATION LANGUAGE
� When the entire actual Jurisdictional Boundarv is depicted:
include the following Corps Certification language:
"This certifies that this copy of this plat accurately depicts the boundary of the jurisdiction
of Section 404 of the Clean Water Act as determined by the undersigned on this date.
Unless there is a change in the law or our published regulations, the determination of
Section 404 jurisdiction may be relied upon for a period not to exceed five (5J years from
this date. The undersigned completed this determination utilizing the appropriate Regional
Supplement to the 1987 U.S. Army Corps of Engineers Wetlands Delineation Manual."
Regulatory Official:
Title:
Date:
USACE Action ID No.:
� When uplands may be present within a depicted Jurisdictional Boundarv:
include the following Corps Certification language:
"This certifies thot this copy of this plat identifies all areas of waters of the United States
regulated pursuant to Section 404 of the Clean Water Act as determined by the
undersigned on this date. Unless there is change in the law or our published regulations,
this determination of Section 404 jurisdiction may be relied upon for a period not to exceed
five years from this date. The undersigned completed this determination utilizing the
appropriate Regional5upplement to the 1987 U.S. Army Corps of Engineers Wetlands
Delineation Manual."
Regulatory Official:
Title:
Date:
USACEAction ID No.:
Version: December 2013 Page 10

Jurisdictional Determination Request
(3) GPS SURVEYS
For Suzveys prepared using a Global Positioning System (GPS), the Survey must include
all of the above, as well as:
� be at sub-meter accuracy at each survey point.
� include an accuracy verification:
One or inore known points (property corner, monument) shall be located with the
GPS and cross-referenced with the existing traditional property survey (metes and
bounds).
� include a brief description of the GPS equipinent utilized.
Trimble Geoexplorer 6000 series GeoXT hand-held unit was used to
delineate jurisdictional waters for the Line 326 DOT Relocation project.
Version: December 2013 Page 11

ATTACHMENT A
PRELIMINARY JURISDICTIONAL; DETERMINATION FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL
DETERMINATION (JD):
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD:
Aaron Weldon 4720 Piedmont Row Drive, Charlotte, NC 28233
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:
Asheville Regulatory Field OfFice
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
_See PJD Supplemental Information
(USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT
SITES)
State: NC County/parish/borough: _Forsyth City: _Stanleyville _
Center coordinates of site (lat/long in degree decimal format):
Lat. _36.213 °N; Long. 80.306 °W.
Universal Transverse Mercator:
n
Name of nearest waterbody: _Beaver Dam Creek
Identify (estimate) amount of waters in the review area:
Non-wetland waters:
_ 1,363 _linear feet: _4 width (ft) and/or 0.14 acres.
Cowardin Class: _R2UB21, R4SB21
Stream Flow: Perennial & Intermittent
Wetlands: 0•72 acres.
. Cowardin Class: PF01A,
Name of any water bodies on the site that have been identified as Section 10
waters:
Tidal:
Non-Tidal:
1

E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT
APPLY):
❑ Office (Desk) Determination. Date:
� Field Determination. Date(s):
SUPPORTING DATA. Data reviewed for preliminary JD
(check all that apply - checked items should be included in case file and,
where checked and requested, appropriately reference sources below):
nMaps, plans, plots or plat submitted by or on behalf of the
applicant/consultant:
� Data sheets prepared/submitted by or on behalf of the
appl�i❑cant/consultant.
Office concurs with data sheets/delineation report.
� Office does not concur with data sheets/delineation report.
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
X❑ USGS NHD data
� USGS 8 and 12 digit HUC maps
Stanleyville, NC
QU.S. Geological Survey map(s). Cite scale & quad name: �•5 Minute Quad
0 USDA Natural Resources Conservation Service Soil Survey.
Citation: USDA NRCS SSURGO
❑X USFWS NWI Mapper
National wetlands inventory map(s). Cite name:
❑ State/Local wetland inventory map(s):
X❑ FEMA/FIRM maps: FEMA Floodplain Mapper .
� 100-year Floodplain Elevation is:
(National Geodectic Vertical Datum of 1929)
0 Photographs: 0 Aerial (Name & Date): B�n9 or
XQ Other (Name & Date): Field Photos 2-6-2018
� Previous determination(s). File no. and date of response letter:
� Other information (please specify):
�

1. The Corps of Engineers believes that there may be jurisdictional waters of the
United States on the subject site, and the permit applicant or other affected party
who requested this preliminary JD is hereby advised of his or her option to
request and obtain an approved jurisdictional determination (JD) for that site.
Nevertheless, the permit applicant or other person who requested this
preliminary JD has declined to exercise the option to obtain an approved JD in
this instance and at this time.
2. In any circumstance where a permit applicant obtains an individual permit, or
a Nationwide General Permit (NWP) or other general permit verification requiring
"pre-construction notification" (PCN), or requests verification for a non-reporting
NWP or other general permit, and the permit applicant has not requested an
approved JD for the activity, the permit applicant is hereby made aware of the
following: (1) the permit applicant has elected to seek a permit authorization
based on a preliminary JD, which does not make an official determination of
jurisdictional waters; (2) that the applicant has the option to request an approved
JD before accepting the terms and conditions of the permit authorization, and
that basing a permit authorization on an approved JD could possibly result in less
compensatory mitigation being required or different special conditions; (3) that
the applicant has the right to request an individual permit rather than accepting
the terms and conditions of the NWP or other general permit authorization; (4)
that the applicant can accept a permit authorization and thereby agree to comply
with all the terms and conditions of that permit, including whatever mitigation
requirements the Corps has determined to be necessary; (5) that undertaking
any activity in reliance upon the subject permit authorization without requesting
an approved JD constitutes the applicant's acceptance of the use of the
preliminary JD, but that either form of JD will be processed as soon as is
practicable; (6) accepting a permit authorization (e.g., signing a proffered
individual permit) or undertaking any activity in reliance on any form of Corps
permit authorization based on a preliminary JD constitutes agreement that all
wetlands and other water bodies on the site affected in any way by that activity
are jurisdictional waters of the United States, and precludes any challenge to
such jurisdiction in any administrative or judicial compliance or enforcement
action, or in any administrative appeal or in any Federal court; and (7) whether
the applicant elects to use either an approved JD or a preliminary JD, that JD
will be processed as soon as is practicable. Further, an approved JD, a proffered
individual permit (and all terms and conditions contained therein), or individual
permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331,
and that in any administrative appeal, jurisdictional issues can be raised (see 33
C.F.R. 331.5(a)(2)). If, during that administrative appeal, it becomes necessary
to make an official determination whether CWA jurisdiction exists over a site, or
to provide an official delineation of jurisdictional waters on the site, the Corps will
provide an approved JD to accomplish that result, as soon as is practicable.

This preliminary JD finds that there "may be" waters of the United States on the
subject project site, and identifies all aquatic features on the site that could be
affected by the proposed activity, based on the following information:
IMPORTANT NOTE: The information recorded on this form has not
necessarilv been verified bv the Corps and should not be relied upon for
later iurisdictional determinations.
Signature and date of
Regulatory Project Manager
(REQUIRED)
4
Signature and date of
person requesting preliminary JD
(REQUIRED, unless obtaining
the signature is impracticable)

US Army Corps of Engineers, Wilmington District
Attachment A Preliminary Jurisdictional Determination Form
Su pplemental Informaiion
D. Project Location(s) and Background Information:
The Piedmont Natural Gas Line 326 DOT Relocation Project, located in Forsyth County near the City of Stanleyville,
North Carolina, involves the relocation of a 6-inch steel transmission line to accommodate the North Carolina
Department of Transportation (NCDOT) highway expansion. The project starts (36.217, -80.309) at an existing tie-in
approximately 0,5 miles north of the John M Gold Freeway and Highway 65 intersection near Stanleyville, North
Carolina. The proposed route then travels approximately 4,100 linear feet (LF) south along the west sitle of John M
Gold Freeway and crosses Highway 65 to tie into the existing 6-inch pipeline (36.208, -80,304) on Bethania Rural Hall
Road/Highway 65. The ROW will be clearetl for a 100-foot corridor and maintained as a 50-foot wide easement except
where the pipe antl ROW cross waters of the US, in which case the ROW will be narrowed to no more than 40 feet.
The pipeline construction activities will include initial ROW clearing and grubbing, installation of erosion and sediment
control (E&SC) best management practices (BMPs), trench excavation, pipe installation, backfilling to preconstruction
contlitions, and implementing final stabilization. The proposed natural gas pipeline project traverses mostly mixed pine-
hardwood forestland.
Linear
, Acreage . Class of. -
- Cowardin .. . � �Fooiage in : Photo
Feature ID Latitude. ; Longitude m.Pro�ect . � Aquatic
Classification• Pro�ecf � Num6er*
� - ' - - Area Area� Resource
Stream 1 36.213 -80.307 R2UB21 0.084 743 Non-Section 10 �
Non-wetland
Wetland 2 36.213 -80.307 PF01B 0.72 N/A Non-Section 10 Z
Wetland
Stream 3 36.215 -80.308 R2UB21 0.035 252 Non-Section 10 3
Non-wetland
Stream 4 36.216 -80.309 R4U621 0.023 330 Non-Section 10 4
Non-wetland
*See Attachment C for photos of aquatic resources in the project area.

Office Use Only:
Corps adion ID no.
DWQ projed no.
Form Version 1.4 January 2009
Pre-Construction Notification (PCN) Form
A. Applicant InfortnaUon
1. Pracessing
1a. Type(s) of appraval sought from the Corps: � Sedion 404 Permit ❑ Section 10 Permit
1b. Specify Natlonwide Permit (NWP) number: 1z or General Permit (GP) number:
tc. Has the NWP or GP number been verified by the Corps? ❑ Yes � No
1 d. Type(s) of approval sought fram the DWQ (check all that apply):
0 401 Water Quality Cert�cation — Regular ❑ Non-404 Jurisdidional General Pertnit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e. Is this natificatian solely for the record For the record only for DWQ For the record only for Corps Pertnit:
because written approval is not required? 401 Certification:
❑ Yes ❑x No ❑ Yes � No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for
mitigation of impads7 If so, attach the acceptance letter from mitigation bank ❑ Yes ❑X No
or in-lieu fee program.
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h � yes � No
below.
1 h. Is the project located within a NC DCM Area of Environmental Concem (AEC)? ❑ Yes � No
2. Project InformaUon
2a. Name of projed: Line 326 DOT Relocation
2b. County: Forsyth
2c. Nearest municipality / tawn: Stanleyville
2d. Subdivision name: NA
2e. NCDOT only, T.I.P. or state projed no: NA
3. Ownerinfortnatian
3a. Name(s) on Recorded Deed: See PCN supplemental information
3b. Deed Book and Page No. See PCN supplemental information
3c. Responsible Party (for LLC if qaron Weldon
appliqble):
3d. Street address: 4720 Piedmont Row Drive
3e. City, state, zip: Charlotte, NC 28233
3f. Telephone no.: 704364-3120
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: OX Agent ❑ Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name: Glenn I. Martin
5b. Business name Pond & Co
(if applicable):
5c. Street address: 3500 Parkway Lane Suite 500
5d. City, state, zip: Peachtree Corners, GA 30092
5e. Telephone no.: 678-336-7720
5f. Fax no.:
5g. Email address: [e-mail]
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): See PCN supplemental information
1b. Site coordinates (in decimal degrees): Latitude: 36.217 Longitude: -80.309
1c. Property size: 9.500000� acres
2. Surface Waters
2a. Name of nearest body of water to proposed project: Beaver Dam Creek
2b. Water Quality Classification of nearest receiving water: C
2c. River basin: Upper Yadkin - 03040101
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:
This proposed natural gas pipeline project is located adjacent to proposed NCDOT rights-of-ways (ROWs) within a predominately mixed pine-
hardwood forest.
3b. List the total estimated acreage of all existing wetlands on the property: 0.72
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 1,325
3d. Explain the purpose of the proposed project:
See PCN supplemental information
3e. Describe the overall project in detail, including the type of equipment to be used:
See PCN supplemental information
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the � Yes ❑X No ❑ Unknown
Corps or State been requested or obtained for this property /
ro'ect includin all rior hases in the ast? Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made? ❑ Preliminary ❑ Final
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company:
Name (if known): Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
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 Wetlands ❑X Streams — tributaries ❑ Buffers ❑ 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 ofjurisdiction Area of
number Corps (404,10) or impact
Permanent (P) or DWQ (401, other) (acres)
Tem ora
W2 P Land Clearing Non-Riverine Swamp,Forest Yes Corps 0.08
- Choose one Choose one Yes/No -
- Choose one Choose one Yes/No -
- Choose one Choose one Yes/No -
- Choose one Choose one Yes/No -
- Choose one Choose one Yes/No -
2g. Total Wetland Impacts: 0.08
2h. Comments:
The pipeline ROW will be cleared and maintained at 50-feet wide in perpetuity for structural integrity and safety except where it crosses water
resources in which cases it will not exceed 40 feet. Mechanical clearing will be utilized in the forested wetiand crossing.
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 T Excavation Unnamed Trib PER Corps 2 52
S3 T Excavation Unnamed Trib PER Corps 5 41
S4 T Excavation Unnamed Trib INT Corps 5 64
- Choose one - -
- Choose one - -
- Choose one - -
3h. Total stream and tributary impacts �57.00000�
3i. Comments:
Open cut methods will be utilized to construct this proposed pipeline. Average trench width will be 4 feet wide. Construction corridor will be no more
than 40 feet wide at waters.
Page 4 of 10
PCN Form — Version 1.4 January 2009

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 individuall list all o en water im acts 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
Tem ora
- Choose one Choose
- Choose one Choose
- Choose one Choose
- Choose one Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If ond or lake construction ro osed, then com lete 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
Choose one
Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required? ❑ Yes OX No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
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 an im acts re uire miti ation, then ou MUST fill out Section D of this form.
6a. Project is in which protected basin? ❑ Neuse ❑ Tar-Pamlico ❑ Catawba ❑ Randleman ❑ Other:
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
Tem ora feet feet
- Yes/No
- Yes/No
- Yes/No
- Yes/No
- Yes/No
- Yes/No
6h. Total Buffer Impacts:
6i. Comments:
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
See PCN supplemental information
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
See PCN supplemental information
2. Com ensato Miti ation for Im acts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for � Yes ❑X No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply): ❑ DWQ ❑ Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this
project? ❑ Payment to in-lieu fee program
❑ Permittee Responsible Mitigation
3. Com lete if Usin a Miti ation 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. Com lete if Makin a Pa ment to In-lieu Fee Pro ram
4a. Approval letter from in-lieu fee program is attached. ❑ 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 ❑X 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.
6c. 6d. 6e.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1 3(2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
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).
6h. Comments:
Page 7 of 10

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified � Yes �X No
within one of the NC Ri arian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes OX No
2. Stormwater Mana ement Plan
2a. What is the overall percent imperviousness of this project? p o�o
2b. Does this ro'ect re uire a Stormwater Mana ement Plan? ❑ Yes 0 No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
No impervious surfaces or stromwater infrastructure will be constructed as part of this project. Other than permanent clearing of the ROW, all
disturbances are temporary and will be restored to pre-construction conditions. No non-404 Jurisdictional General Permits are required for this project
as this project will not result in greater than 24% impervious surtace, and does not contain drainage areas with greater than 24% impervious surFace.
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 local overnmenYs 'urisdiction is this ro'ect? Forsyth County
❑ Phase II
3b. Which of the following locally-implemented stormwater management programs ❑ NSW
apply (check all that apply): � USMP
� Water Supply Watershed
0 Other: None
3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑X No
attached?
4. DWQ Stormwater Pro ram Review
�Coastal counties
❑HQW
4a. Which of the following state-implemented stormwater management programs apply �ORW
(check all that apply):
❑Session Law 2006-246
X�Other: NCG 010000
4b. Has the approved Stormwater Management Plan with proof of approval been � Yes ❑X No
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑X Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met? �X Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
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 OX No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? ❑Yes OX 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 �Yes OX 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 pipeline is classified as a transmission line which will not result in additional development following its completion. The installation of this proposed
line is to relocate an existing pipeline as a result of NCDOT expanding a highway interchange. Therefore, a cumulative impact analysis has not been
implemented for this project as this project is not anticipated to contribute to future impacts.
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.
During construction, portable sanitary units will be provided. Waste will be coliected a minimum of one time per week by a licensed portable facility
provided in complete compliance with local and state regulations. All sanitary waste units will be located in upland areas and be easily accessible. this
project does not require sanitary sewer or septic tank service. No sanitary waste maintenance will be necessary post construction.
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated CriUcal Habitat (Corps Requirement)
5a. VYII this projed occur in or near an area with federally proteded species or 0 Yes ❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Ad � Yes 0 No
impads?
5c. If yes, indicate the USFWS Field Oifice you have contaded. -
5d. What data sources did you use to detertnine whether your site would impad Endangered Species or Designated Critical
Habitat?
USFWS, Infortnadon for Planning and Consultadon (IPaC): USFlNS Forsyth Counry Endanpered Spedes, Threatened Spedes, Federal Spedes of
Concem, and Candidate Speaes; NC Natural Herifsge Program. See PCN supplementel infortnation.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes � No
6b. What data sources did you use to detertnine whether your ske would impad Essential Fish Habitat?
NOAA Habkat Conservation Nationai Marine Fisheries Service, Essential Fish Habitat Mapper Jd.O
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project axur in or near an area that the state, federal or tribal
govemments have designated as having historic or cuRural preservation � Yes � No
status (e.g., National Historic Trust designation or properties signfipnt in
North Carolina history and archaeology)?
7b. What data sources did you use to detertnine whether your site would impad historic or archeological resources?
Norih Carolina State Historic Preservalion Otfice (SHPO) Historic Property flles, and National Register of Historic Place (NRHP). See PCN
supplemental infortnation.
6. Flood Zone Designation (Corps Requirement)
8a. Will this projed occur in a FEMA-designated 100.year floodplain? ❑ Yes � No
8b. If yes, explain how projed meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
FEMA Nation Flood Hazard Layer (GIS geodatabase)
Glenn I. Martin �°'�'r^ � 4-20-2018
ApplicanUAgenYs Printed Name ApplicanUAgenYs Signature Date
(Agent's signature is valid only if an authorization
letter irom the a IicaM is rovided.
Page 10 of 10

US Army Corps of Engineers, Wilmington District
Pre-Construction Notification (PCN) Form
PCN Supplemental Information
A.3a. Name(s) on Recorded Deed:
Table 1 below presents property owner information including name(s) on recortled deed. Piedmont Natural Gas will
serve as the owner of the Property Easement crossing the properties listed in Table 1 below. Pietlmont Natural Gas is
grantetl the authority to acquire by purchase or condemnation ownership of property for public use or benefit through
the North Carolina General Statute, Chapter 40A (Eminent Domain). Attachment 1 of this document presents the
Property Survey Notification Letter issued by Piedmont Natural Gas to property owners within antl surrounding the
proposed easement.
A.3b. Deed Book and Page No.
Table 1 below presents property owner information including deetl book and page number.
Table 1. Proiect Parcel Report
OWNER
DB/P6 PIN Owner Name OwnerAddress
Shamrock Capital Partners/Pierce 17 Rosebay Lane
N/A 6910-20-5311 Chandler LLC Greensboro, NC 27455
Winston Salem/Forsyth County PO Box 2513
002927/03404 6819-39-4903 Board of Education Winston Salem, NC 27102
8001 Arrowridge BLVD
003279/03128 6819-49-2108 D R Horton INC Charlotte, NC 28273
Shropshire Family Trust 4225 Stonehenge Lane
003270/01675 6819-48-8167 John Douglas Shropshire Winston Salem, NC 27106
8001 Arrowridge BLVD
003279/03128 6819-483060 D R Horton INC Charlotte, NC 28273
1175 Bethania Rural Hall Road
N/A 6819-56-4486 Woodland Baptist Church Winston Salem, NC 27106
B.3d. Explain the purpose of the proposed project:
This project involves the relocation of 0.78 miles of 6-inch steel, natural gas pipeline. Piedmont Natural Gas (PNG) has
an existing pipeline within North Carolina Department of Transportation (NCDOT) ROW that is being relocated to
accommotlate NCDOT reconfiguring the roadway.
B.3e. Describe the overall project in detail, including the type of equipment to be used:
The Piedmont Natural Gas Line 326 DOT Relocation Project, located in Forsyth County near the City of Stanleyville,
North Carolina, involves the relocation of a 6-inch steel transmission line to accommodate the North Carolina
Department of Transportation (NCDOT) highway expansion. The project starts (36.217, -80.309) at an existing tie-in
approximately 0.5 miles north of the John M Gold Freeway antl Highway 65 intersection near Stanleyville, North
Carolina. The proposed route then travels approximately 4,100 linear feet (LF) south along the west sitle of John M
Goltl Freeway and crosses Highway 65 to tie into the existing 6-inch pipeline (36,208, -80.304) on Bethania Rural Hall
Piedmont Natural Gas — Line 326 DOT Relocation Project Pontl & Company
PCN Supplemental Information April 2018

Road/Highway 65. The ROW will be cleared for a 100-foot corridor and maintained as a 50-foot wide easement except
where the pipe antl ROW cross waters of the US, in which case the ROW will be narrowed to no more than 40 feet,
The 100-foot corridor will be clearetl for temporary use for the construction of this project. Upon the completion of the
pipeline construction, the 100-foot corritlor will be allowed to return to natural contlitions. The clearing of the 50-foot
wide permanent easement will be maintained. The pipeline construction activities will include initial ROW clearing antl
grubbing, installation of erosion and sediment control (E&SC) best management practices (BMPs), trench excavation,
pipe installation, backfilling to preconstruction conditions, and implementing final stabilization. The proposed natural
gas pipeline project traverses mostly mixed pine-hartlwood forestland,
Construction activities will include initial clearing, BMP installation, pipeline installation (trenching/open-cutting),
backfilling, antl final stabilization, The two perennial streams, one intermittent stream, and one wetlantl tlelineated
along the proposed route will be crossed using open-cut methods. All stream crossings involving open-cut construction
methods have been oriented as close to perpendicular as possible to the stream banks to further minimize impacts.
Standard mechanized construction equipment will be used, including but not limited to feller bunchers, backhoes,
excavators, and other tracked equipment. Structural and vegetative BMPs will be implemented according to an E&SC
Plan designed for this project and existing site conditions.
D.1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project.
Preliminary environmental surveys were conducted during the conceptual phase of this project antl included field
delineations along the proposetl route to identify all sensitive resources in the area. Using the environmental data
collected, the least impactful route was chosen, and adtlitional route modifications were matle to reduce impacts at
stream antl wetland crossings. All stream crossings involving open-cut construction methods have been oriented as
close to perpendicular as possible to the stream banks to further minimize impacts. Within the initial project area
surveyed, two perennial streams, one intermittent stream, and one wetlantl were delineated. The extent of impacts has
been minimized by narrowing the right-of-way (ROW) clearing ranging from 100 feet to no more than 40 feet in width
at resource crossings.
D.1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction
techniques.
Open-cutting has been proposed for all stream and wetland crossings as horizontal directional drilling (HDD) typically
requires a larger work space for associated machinery and equipment. Similarly, open-cut methods were selected to
remove the potential impact of drilling fluids entering Waters of the US through possible inadvertent returns. Erosion
antl Sediment control measures will be implemented at all stream crossings to minimize impacts during construction
(temporary stream crossings, bank stabilization). Additionally, construction has been sequenced to minimize the length
of time for which excavations of streams remain in disturbed condition and will be stabilized as soon as possible.
F.5d. What data sources did you use to determine whether your site would impact Endangered Species or
Designated Critical Habitat?
A list of threatenetl and endangered species was obtained from the United States Fish and Wildlife Service Information
for Planning and Consultation (USFWS IPaC) online database. Two (2) fetlerally listed species, northern long-eared
bat (Myofis sepfentrionalis) and small-antheretl bittercress (Cardamine micranfhera), were fountl to potentially occur
within Forsyth county, according to the IPaC tlatabase. Pond ecologists contlucted a detailed fieltl survey on February
6, 2018 to itlentify antl locate potential presence of suitable habitat for listed species within the project corridor, Suitable
foraging habitat for northern long-eared bat (Myofis septenfrionalis) was present within or adjacent to the project site.
However, USFWS 4(tl) Rule states incidental take through tree removal activities is not prohibited unless it results in
removing a known, occupietl maternity roost tree; removal activities within 150 feet of a known maternity roost tree
from June 1 to July 31, or removing trees within 0.25 miles of a hibernaculum at any time of year. Online review of
USFWS resources from the Raleigh Ecological Field Office for northern long-eared bat (Myotis sepfentrionalis) does
Pietlmont Natural Gas — Line 326 DOT Relocation Project Pontl & Company
PCN Supplemental Information April 2018

not indicate presence of roost trees or hibernacula in the project area. Habitat for small-anthered bittercress (Cardamine
micranthera) was not present in the project area.
F.7b. What data sources did you use to determine whether your site would impact historic or archeological
resources?
A desktop survey was conductetl to evaluate the presence of cultural resources near the proposed project. One
documented cultural resource, the Constantine C. Stoltz House, is located adjacent to the proposed route. This
resource is listed as "Determined Eligible" for listing on the National Register of Historic Places (NRHP) and is located
approximately 400 feet south-southwest of the proposed pipeline route. However, the Environmental Impact Statement
for the Winston-Salem Northern Beltway indicates that the resource was demolished in 1995 and is no longer NRHP-
eligible.
Piedmont Natural Gas — Line 326 DOT Relocation Project Pontl & Company
PCN Supplemental Information April 2018

Attachment 1. Piedmont Natural Gas Property Survey Notification Letter
Piedmont Natural Gas — Line 326 DOT Relocation Project Pontl & Company
PCN Supplemental Information April 2018

Re: Pipeline Survey Activity Notice
DOT relocation, Piedmont's Line 326
Dear Landowner:
As you may be aware, NCDOT will be constructing a new interchange near Hwy 52/ Bethania-
Rural Hall Rd. and Piedmont Natural Gas Company ("PNG") will need to relocate one of their
existing lines.
Our firm specializes in the acquisition of real property rights and we have been hired by PNG to
contact you to explain the survey data collection process to establish a preliminary route, and
determine the extent of the additional rights to be acquired. You have been identified, through
public records, as an owner whose property that MAY be affected by the project.
Preliminary survey activities will begin soon and PNG's contract survey company, Encompass
and POND engineering may need to access your property for the purpose of determining route
suitability and performing a preliminary survey. Once the survey data is collected, if your
property is affected by the project, an individual plat will be prepared showing your property and
the location of the proposed right-of-way and easement. With this information, we will then
contact you to begin the negotiations for the purchase of the needed right-of-way and easement.
It is PNG's intent to minimize any inconvenience to you through the survey process and any
other phase of the project. In consideration of a tight schedule, we will also attempt to contact
you by telephone in the coming days. If you have any questions or concerns about the survey or
land acquisition process, you can contact me at 919-247-6621 (cell) or my email:
j [e-mail].
Thank you in advance for your cooperation.
Sincerely yours,
John Dietz
Right of Way supervisor
Contract Land Staff
PNGLand035.rev2014

Stream 1
Weiland 2
Stream 3
Stream 4
StaEe - , HGM_Code
NORTH
CAROLINA R2U62
NORTH
CAROLINA PFOt
NORTH
CAROLINA R2UB2
NORTH
CAROLINA R4582
i
Linear 735 FOOT
Area 1 ACRE
Linear 300 FOOT
Linear 330 FOOT
WaCers_Type LatiSude
RPW 30213
RPWWD 36.213
RPW 36.215
RPW 36.212
L9ngifuate —
-80.305
-80.307
-80.308
-80.309

WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont Region
Project/Site: Line 326 DOT Relocation City/County: Forsyth Sam lin Date:
P 9 06-Feb-18
Applicant/Owner: POND State: NC Sampling Point: UP DP 1
Investigator(s): Kaili Stevens; Cory Haynes Section, Township, Range: S T R
Landfortn (hillslope, terrace, etc.): Hillside Local relief (concave, convex, none): ConCave Slope: g,p% / 4.6 °
Subregion (LRR or MLRA): MLRA 136 in LRR P l.at.: 36.20704 Long.: -8030261 Datum: NAD83
Soil Map Unit Name: PBColet clay loam NWI classification: None
Are climatic/hydrologic conditions on the site typical for this time of year? Yes O No O (If no, explain in Remarks.)
Are Vegetation ❑ , Soil ❑ , or Hydrology ❑ signi£cantly disturhed? Are "Normal Circumstances" present? YCS � NO �
Are Vegetation ❑ , Soil ❑ , or Hydrology ❑ naturally problematic? (If needed, explain any answers in Remarks.)
Summary of Findings - Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes � NO �
Hydric Soil Present? Yes � NO 0 Is the Sampled Area �
Wetland Hydrology Present? Yes � NO �
within a Wetland? Y� O No O
Remarks:
Hydrology
WeUand Hydrology Indicators: Secandarv Indicators (minimum of tw�reauired].
Primarv Indicators (minimum of one reauired: check all that annlv ❑ surf'ace soil Cracks (s6)
❑ SurFace Water (Ai) ❑ True Aquatic Plants (B14) ❑ Sparsely Vegetated Concave Surface (B8)
❑ High Water Table (A2) ❑ Hydrogen Sulfide Odor (CS) ' ❑ Drainage Patterns (B10)
❑ Saturation (A3) ❑ Oxidized Rhizospheres along Living Roots (C3) ❑ Moss Trim Lines (B16)
❑ Water Marks (Bl) ❑ Presence of Reduced Iron (C4) ❑ Dry Season Water Table (C2)
❑ Sediment Deposits (B2) ❑ Recent Iron Reduction in Tilled Soils (C6) ❑ Cra�sh Burrows (C8)
❑ Drift deposits (83) ❑ Thin Muck Surface (C7) ❑ Saturation Visible on Aerial Imagery (C9)
❑ Algal Mat or Crust (B4) ❑ Other (Explain in Remarks) ❑ Stunted or Stressed Plants (DS)
❑ Iron Deposits (BS) ❑ Geomorphic Pasition (D2)
❑ Inundation VisiBle on Aerial Imagery (87) ❑ Shallow Aquilard (D3)
❑ Water-Stained Leaves (89) ❑ Microtopographic Relief (D4)
❑ Aquatic Fauna (B13) ❑ FAC-neutrel Test (DS)
Field 06servations:
Surface Water Present? Yes � Na � Depth (inches):
WaterTable Present? YeS � NO � Depth (inches):
Saturation Present? Wetland Hydrology Present? Yes � No �
includes ca illa frin e Yes � No � Depth (inches):
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
�
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

VEGETATION (Five/Four Strata)- Use scientific names of plants.
Dominant Sampling Point: UP DP 1
Coarinco
Tree Stratum (Plot size: 30 ) .
� , Pinus taeda
2. querc� niqra
3, ]uninenls vlrqiniana
4.
5.
6.
7.
8.
Sapling-Saplinq/Shrub Stratum (Plot size: 15 )
1. Quercus nigra
2, Junloerus vir iniana
3.
4.
5.
6.
7.
$.
9.
� �.
Shrub Stratum (Plot size: 15 )
1. Liqustrum sinense
2.
3.
4.
5.
6.
7.
Herb Stratum �Plot size: 5 )
� . Rubus laciniatus
2.
3.
4.
5.
6.
%.
8.
9.
10.
11.
12.
Woady Vine Stratum (Plot size: 30 )
� . Smflax rotundifolia
2.
3.
4.
5.
6.
A6solute Rel.Strat. Indicator I Dominance Test worksheet:
% Cover c.,vPr Status
Remarks: (Include photo numbers here or on a separate sheet.)
30
20
5
0
0
0
0
0
ss
� 54.5°/a FAC
❑� 36.4°/a FAC
❑ 9.1% FACU
❑ 0.0%
❑ o.o�io
❑ 0.0%
❑ a.o�io
❑ 0.0%
= Total Cover
10 ❑d 50.0°/a FAC
10 �❑ 50.0% FACU
0 ❑ 0.0%
o ❑ o.o�io
o ❑ a.o�io
o ❑ o.o�io
0 ❑ 0.0%
0 ❑ 0.0%
0 ❑ 0.0%
0 ❑ 0.0°/a
zo = TotalCover
30 0 100.0°/a FACU
0 ❑ 0.0%
0 ❑ 0.0%
o ❑ o.o�ro
o ❑ o.o�io
o ❑ o.o�io
0 ❑ 0.0%
30 = Total Cover
15 ❑� 100.0% UPL
0 ❑ 0.0%
0 ❑ 0.0°/a
o ❑ o.o�io
0 ❑ 0.0%
o ❑ o.o�io �
0 ❑ 0.0% �
0 ❑ 0.0°/a
o ❑ o.o�io
0 ❑ 0.0%
0 ❑ 0.0% '
o ❑ o.o�io ^
15 = TotalCover
5
0
0
0
0
0
5
❑� 100.0%
❑ 0.0%
❑ o.o�io
❑ 0.0%
❑ o.o�io
❑ 0.0%
= Total Cover
FAC
Number of Dominant Species
That are OBL, FACW, or FAC: 4 (A)
Total Number of Dominant
Species Across All Strata: 7 (B)
Percent of dominant Species
That Are OBL, FACW, or FAC: 57•1°�o (A/B)
Prevalence Index worksheet:
Total % Cover of: Multipiv by:
OBL species Q x 1= Q
FACW species 0 X 2= 0
FAC species 65 x 3= 195
FACU species 45 X 4= 180
UPL species 15 x 5= 75
column Totals: 125 Ca) 450 �B�
Prevalence Index = B/A = 3.600
Hydrophytic Vegetation Indicators:
❑ Rapid Test for Hydrophytic Vegetation
❑d Dominance Test is > 50%
❑ Prevalence Index is 53.0 1
❑ Morphological Adaptations � (Provide supporting
data in Remarks or on a separate sheet)
❑ Problematic Hydrophytic Vegetation 1 (Explain)
1 Indicators of hydric soil and wetland hydrology must
be oresent. unless disturbed or uroblematic.
Definition of Vegetation Strata:
Four Vegetation Strata:
Tree stratum - Consists of woody plants, excluding vines, 3 in.
(7.6 cm) or more in diameter at breast height (DBHJ, regardless
of height.
Saplinglshru6 stratum - Consists of woody plants, excluding
vines, less than 3 in. DBH and greater than 3.28 ft(1 m) tall.
Her6 stratum - Consists of all herbaceous (non-woody) plants,
regardless of size, and all other plants less than 3.28 ft tall.
Woody vines - Consists of all woody vines greater than 3.28 ft
in height
Five Vegetation Strata:
Tree - Woody plants, excluding woody vines, approximately 20
ft (6 m) or more in height and 3 in. (7.6 cm) or larger in
diameter at breast height (DBH).
Sapling stratum - Consists of woody plants, excluding woody
vines, approximately 20 ft(6 m) or more in height and less than
3 in. (7.6 cm) DBH.
Shrub stratum - Consists of woody plants, excluding woody
vines, approximately 3 to 20 ft(1 ta 6 m) in height
Herb stratum - Consists of all her6aceous (non-woody) plants,
including her6aceous vines, regardless of size, and woody
species, except woody vines, less than approximately 3 ft(1 m)
in height.
Woody vines - Consists of all woody vines, regardless of
height
Hydrophytic
Vegetarion Yes � fVo 0
Present. �
*Indiotor suffix = National status or professional decision assigned because Regional status not defined by FWS.
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

SO1� Sampling Point: UP DP 1
Profile Description: (Descrihe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Recl��Featkres
�i�c esl Color o'stL, _ o%_, Color fmoist� % T�ue 1 Loc? Te�,tpre Remarks
0-18 lOYR 4/4 S00 Sandy Loam
1Type: C=Concentration. D=Depletion. RM=Reduced Matrix, CS=Covered or Coated Sand Grains �Location: PL=Pore Lining. M=Matrix
Hydric Soil Indicators: Indicators for Problematic Hydric Soils 3:
❑ Histosol (Ai) ❑ Dark Surface (S7) ❑ Z cm Muck (A10) (MLRA 147)
❑ Histic Epipedon (A2) ❑ Polyvalue Below Surface (S8) (MLRA 147,148)
❑ Black Histic (A3) ❑ Thin Dark Surface (59) (MLRA 147, 148) ❑ Coast Prairie Redox (A16)
(MLRA 147,148)
❑ Hydrogen Sulfide (A4) ❑ Loamy Gleyed Matrix (F2) ❑ piedmont Floodplain Soils (F19)
❑ Stratified Layers (AS) ❑ Depleted Matrix (F3) (MLRA 136, 147)
❑ 2 cm Muck (ASO) (LRR N) ❑ Redox Dark Surface (Ffi) ❑ Very Shallow Dark Surface (fF12)
❑ Depleted Below Dark Surface (All) ❑ Depleted Dark Surface (F7) ❑ Other (Explain in Remarks)
❑ Thick Dark Surface (Al2) ❑ Redox Depressions (FS)
❑ Sandy Muck Mineral (Sl) (LRR N, ❑ Iron-Manganese Masses (F12) (LRR N,
MLRA 147, 148) MLRA 136)
❑ Sandy Gleyed Matrix (S4) ❑ Umbric Surtace (F13) (MLRA 136, 122)
❑ Sandy Redox (SS) ❑ Piedmont Floodplain Soils (F19) (MLRA 148) 3 Indicators of hydrophytic vegetation and
wetland hydrology must be present,
❑ Stripped Matrix (S6) ❑ Red Parent Material (F21) (MLRA 127, 147) unless disturbed or proBlematic.
Restrictive Layer (if abserved):
Type:
Depth (inches): Hydric Soil Present? YeS � NO �
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

WETLAND DETERMINATION DATA FORM - Eastern Mou�Mains and PledmoM Region
P%�ect/Sroe: L'me 326 DOT Rdocatlon Gty/County: frorsyth Samplinq Date: 06-Fetr18
Applka�K/Owner: POND Smte: NC SamPlirq Pal� WL DP 1
InvestlpaMr(s): Kaili Stevere; Cory Haynes Sectlon, Township, Ranpe: S T R
landlom� (hillslope, ternce, atc.): Toeslope �I �� (�^n�. �^�. ^�^e)� corrc'ave sbro� 5.0% / 2.9 '
Subreplon (LRR w MLRA): MLRA 136 in LRR P l+t: 36.21291 �� -8030659 Dehm: P1AD83
Shc Map Unit Nama: Pecolet dey loam NNR cWoMlotlon: None
Are dimatic/hydrolopic conditlana on the aife typiral for thls tlme of yeaY1 Yes OO No O (If no, aryWin in Remarks.)
Are Vepiatlon ❑ . Soil ❑ . ar Hydrobpy ❑ alpnMka�Aly disWrbed7 Aro'Namal Circumamncn' P�� YPS � NO �
Are Vegelatlon ❑ . Soll ❑ . w Hydralapy ❑ nahralty P��c7 (If needed, c�laln any amxras In Remarlla.)
Summary of Findings - Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic vepetatlon vresaM7
Hydrk Soll Present?
weu.ne Hymo�oDy Presenn
Ranarkr.
Hydrology
Yes V No V
Yrs OO No O
Yes OO No O
Is the Samqed Aroa Yg � NO �
wkhin a WatlandT
WeLend Hyd�olopy IndlmOors: 5¢�p�y Indkators (minimum M Mro reaWredl
Primarv Indicators (minimum of one reauired: check all ihat aoolvl ❑ 5urrace soil cracks (e6)
❑ Surface Water (AS) ❑ True Aquatic Plan� (614) ❑ Sparsely Vegetated Conove SurFace (BB)
� High Water Table (A2) ❑ Hydragen SiYflde Odor (L3J � Dralnage Pathrris (B30)
� SaWratlon (A3) ❑ Osldized Rhizospheres along Living Roo[s (C3) ❑ Moss Tnm lires (B16)
❑ WaFer Marks (81) ❑ Presence of Reduced Iron (C4) ❑ Dry SeaSon Water Table (Q)
❑ SedimerR Depostr (B2) ❑ ReceM Iron ReAu[tlon In lllled Soils (Cb) ❑ Creyfish Bvmws (C8)
❑ Drift deposits (63) ❑ Thin Muck Surfxc (0) ❑ SaWratlon Ysible on Aenal Imagery (C9)
❑ Algal Mat or Crust (B4) ❑ p�her (Eaplain in Remarks) ❑ SMteO or Stressed Planhs (DS)
❑ tron �eposi� (es) Q Geomorphic PoStlon (�2)
❑ Inundatlon VWble on Aerial Imagery (Bn ❑ Shalbw Aquimrd (D3)
� Wafer9airied Leaves (89) ❑ MkroNpogaphk Relkf (D4)
❑ AQuatl[ Faure (B13) ❑ FAC-reWal Tes[ (DS)
Fldd Obswetlons:
Surface Wa�r Present? Yrs � No � Depth Qnches):
WaterTahle Present? YES � NO � Dep[h (inches): 8
SaMatlon PresenV Wetland HydrolaYY Pmaent'r Yea � No �
��� � �� � Yet � No 0 Depth (irches): 0
Describe Recorded Data (sheam gauge, rtani[oring well, aerial photos, previous inspections), if available:
Remarks:
US Artny Corps of En9ineers Eastem Mountains and Piedmont - Version 2.0

VEGETATION (Five/Four Strata)- Use scientific names of plants.
Dominant Sampling Point: y�(�. DP 1
c., �o��
Tree Stratum (Plot size: 30 )
Absolute Rel.Strat. Indicator I Dominance Test worksheet:
°/a COVei' Cnvrr StatuS
�, Pinus taeda 30 ❑� 54.5°/a FAC
2, Liquidambar styraciflua 25 ❑� 45.5% FAC
3. 0 ❑ 0.0%
,4. 0 ❑ 0.0%
rj. 0 ❑ 0.0%
6. 0 ❑ 0.0%
7 0 ❑ 0.0%
8 0 ❑ 0.0%
Saalinq-Saplinc�Shrub Stratum (P�ot size: 15 )
55 = Total Cover
� , Liauidambar stvraciflua
2.
3.
4.
5.
6.
7.
8.
9.
10.
Shrub Stratum (Plot size: 15
1.
2.
3.
4.
5.
6.
%.
Herb Stratum �Plot size: 5 ,
1.
2.
3.
4.
5.
6.
7.
8.
9.
� �.
��.
12.
Woody Vine Stratum (Plot size: 30 )
1.
2.
3.
4.
5.
6.
Remarks: (Include photo num6ers here or on a separate sheet.)
10 � 100.0% FAC
0 ❑ 0.0°/a
o ❑ a.o�io
o ❑ o.o�io
o ❑ o.o�io
o ❑ a.o�ro
0 ❑ 0.0%
0 ❑ 0.0%
0 ❑ 0.0%
0 ❑ 0.0°/a
10 = TotalCover
0 ❑ 0.0%
o ❑ o.o�io
o ❑ o.o�io
o ❑ o.o�io
o ❑ o.o�io
o ❑ a.o�io
o ❑ o.o�io
0 = Total Cover
75 �❑ 100.0%
0 ❑ 0.0%
0 ❑ 0.0°/a
o ❑ o.o�ro
0 ❑ 0.0°/a
o ❑ o.o�io
0 ❑ 0.0°/a
0 ❑ 0.0%
0 ❑ 0.0%
0 ❑ 0.0%
0 ❑ 0.0%
0 ❑ 0.0%
75 = Total Cover
❑ 0.0%
0 ❑ 0.0%
o ❑ o.o�io
o ❑ o.o�io
o ❑ o.o�io
0 ❑ 0.0%
0 = Total Cover
Number of Dominant Species
That are OBL, FACW, or FAC: 3 (A)
Total Number of Dominant
Species Across All Strata: 4 (B)
Percent of dominant Species
That Are OBL, FACW, or FAC: 75•0% (A/B)
Prevalence Index worksheet:
Total % Cover of: Multinlv by:
OBL species Q x 1= Q
FAcw species 0 x 2= 0
FAC species 65 x 3= 195
FACU species � x 4= �
UPL species � x 5 = �
column Totals: 65 (n) 195 �B�
Prevalence Index = B/A = 3.000
Hydrophytic Vegetation Indicators:
❑ Rapid Test for Hydrophytic Vegetation
� Dominance Test is > 50%
❑d Prevalence Index is <_3.0 1
❑ Morphological Adaptations i (Provide supparting
data in Remarks or on a separate sheet)
❑ Problematic Hydrophytic Vegetation 1 (Explain)
1 Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or oroblematic.
Definition of Vegetation Strata:
Four Vegetation Strata:
Tree stratum - Consists of woody plants, excluding vines, 3 in.
(7.6 cm) or more in diameter at breast height (DBH), regardless
of height.
Saplinglshrub stretum - Consists of woody plants, excluding
vines, less than 3 in. DBH and greater than 3.28 ft(1 m) tall.
Her6 stratum - Consists of all her6aceous (non-woody) plants,
regardless of size, and all other plants less than 3.28 ft tall.
Woody vines - Consists of all woody vines greater than 3.28 ft
in height.
Five Vegetation Strata:
Tree - Woody plants, excluding woody vines, approximately 20
ft(fi m) or more in height and 3 in. (7.6 cmJ or larger in
diameter at hreast height (DBH).
Sapling stratum - Consists of woody plants, excluding woody
vines, approximately 20 ft(6 m) or more in height and less than
3 in. (7.6 cm) DBH.
Shrub stratum - Consists of woody plants, excluding woody
vines, approximately 3 to 20 ft(1 to 6 m) in height
Her6 stratum - Consists of all her6aceous (non•woody) plants,
including her6aceous vines, regardless of size, and woody
species, except woody vines, less than approximately 3 ft (1 m)
in height.
Woody vines - Consists of all woody vines, regardless of
height.
Hydraphytic
Vegetation
Present? Yes O No �
*Indiotor suffnc = Nadonal status or professional decision assigned bepuse Regional status not defined by FWS.
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

SOI� Sampling Point: WL DP 1
Profile Description: (Describe to the depth needed to document the indicator or canfirm the a6sence of indicators.)
Depth Ma�rix Red,pxFeaty�es
fi�ct�.e;� Co o(.�o�s_t� % Color (r�r oist] ° o Tvoe 1 Lycz , Textpre Re�n�Xks
0-3 lOYR 3/2 100 Clay Loam
3-18 lOYR 4/1 85 7.SYR 5/8 15 C M Clay Loam
1Type: C=Concentration. D=Depletion. RM=Reduced Matrix, CS=Covered or Coated Sand Grains zLocation: PL=Pore Lining. M=Matrix
Hydric Soil Indicators: Indicators for Problematic Hydric Soils3:
❑ Histosol (Ai) ❑ Dark Surface (S7) ❑ Z �m Muck (A10) (MLRA 147)
❑ Histic Epipedon (A2) ❑ Polyvalue Below Surface (S8) (MLRA 147,148)
❑ Black Histic (A3) ❑ Thin Dark Surface (59) (MLRA 147, 148) ❑ Coast Prairie Redox (A16)
(MLRA 147,148)
❑ Hydrogen Sulfide (A4) ❑ Loamy Gleyed Matrix (F2) ❑ piedmont Floodplain Soils (F19)
❑ Stradfied Layers (AS) d❑ Depleted Matrix (F3) (MLRA 136, 147)
❑ 2 cm Muck (A10) (LRR N) ❑ Redox Dark Surface (F6) ❑ Very Shallow Dark Surface (TF12)
❑ Depleted Below Dark Surface (Ali) ❑ Depleted Dark Surface (F7) ❑ Other (Explain in Remarks)
❑ Thick Dark SurFace (Al2) ❑ Redox Depressions (F8)
❑ Sandy Muck Mineral (Sl) (LRR N, ❑ Iron-Manganese Masses (F12) (LRR N,
MLRA 147, 148) MLRA 136)
❑ Sandy Gleyed Matrix (S4) ❑ Umbric Surface (F13) (MLRA 136, 122)
❑ Sandy Redox (SS) ❑ Piedmont Floodplain Soils (F19) (MLRA 148) 3 Indicators of hydrophytic vegetation and
wetland hydrology must be present,
❑ Stripped Matrix (S6) ❑ Red Parent Material (F21) (MLRA 127, 147) unless disturbed or problematic.
Restrictive Layer (if observed): •
Type:
Depth (inches): Hydric Soil Present? Yes � NO �
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

Attachment �. Figures
Figure 1. Location Map
Figure 2. Project Overview Map
Figure 3. USGS Topographic Maps
Figure 4. USFWS NWI Maps
Figure 5. NRCS Soils Maps
Figure 6. Jurisdictional Impact Maps
Figure 7. FEMA Maps

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Service Layer Credits: Sources: Esri, HERE, DeLorme, USGS, Intermap. INCREMENT P. NRCaa Esri
Japan. METI, Esri China (Hong Kong). Esri Korea. Esri (Thailantl), Mapmylntlia, NGCC. OO OpenSireetMap
�:� Piedmont
ro'I Natural Gas
0 1.5 3 Miles
I I I
0 1,500 3,000 Meters
e'�
P�••
Figure 1
Project Location Map
Llne 326 DOT Reloaction Project
Pietlmont Nawral Gas
Forsyth County
April 2018

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Attachment C. Project Photographic Log

Line 326 DOT Relocation - Photographic Log
Photograph 1. Perennial stream 1.
Photograph 2. Wetland 2.

I.ine 3?(i DO"f Relocatian- Photoaraphic Log
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Photograph 4. Intermittent stream 4.

l.ine 326 DOT Rclocation - Photographic Log
Photograph 5. �epresEntative view o( forested corridor in the project area.
Photograph 6. Cleared right-of-way adjacent to the proposed pipeline route.

Line 326 DOT Reloca[ion P
Photograph 7. Cleariny and subdivision dcvelopment west ot proposed pipeline route.

Attachrrrent D. IPaC Trust Resources Report

3/14/2018
IPaC
IPaC resource list
IPaG E:plore Location
U.S. Fish & Wildlife Service
�I�hls rep�rt Is an autoinntically genera[ed Iis[ of speoes and other resuurees such as ��i[ical ha61[a[ �collerrively referred m as [rus[re�ources)
under [he U.S. Fish and WildliFe Seivice's (LJSfVJS) jurisdiction that are known or expec[ed m he on or near [he projec[ area referenced below.
The list may also indude trust resources that occur ou[side of the projett area, but that could potentially be direaly or indirectly affected by
activities in the project area. However, determining the likelihood and extent of effects a project may have on [rust resources rypically requires
ga[hering additional site-specifc (e.g., vege[a[ioNspecies surveys) and projecPspecific (e.g., magnitude and timing of proposed ac[ivities)
informa[ion.
Below is a summary of the project information you provided and contact InFormation for the USFWS office(s) with jurisdiction in [he defined
projec[ area. Please read the in[roduRion [o each sectfon Ihat follows (Endangered Species, Migra[ory 9irds, USFWS PaciliCies, and NWI
Wetlands) for addi[ional information applica6le [o [he trust resources addressed in that sec[ion.
Location
Forsyth County, North Carolina
�.�•
: �r.
.�,�_^...�.�r.� y.� ..,
Local office
Asheville Emlogical5ervices Field Office
l. [phone]
� [phone]
160 Zillima Street
Asheville, NC 28807-1082
ht[o�//www.fws gov/nc-es/esltountyfr html
�..
�
.�
\ ��
- ~` `
6 �� �
�� Y
� (\ �J�
V
�
https:/lecos.fws.govfipadlocation/H60ASCSDPZCJ7HFDNUNJESVUXM/resources 1/7

3/74/2018
Endangered species
IPaC: Explore Location
7his resource list is for informaUonal purposes only and does no[ cons[i[u[e an analysis of projec[ level impacls.
The primary infonnation used [o generate this list is [he known or expecred range of ea�h species. Additional areas of influence (AOq for
species are also considered. nn AOI indudes areas ou[side �F the species range if the species could 6e indirecdy affected by attivities in that
area (e.g., placing a dam ups[ream of a fish population, even if that fsh does not occur at Ihe dam site, may indirectly impact the species by
reducing or eliminating water (low downstream). Because species can move, and site mnditions can change, the species on this lis[ are not
guaran[eed to be found on or near the project area. Tu fully determine any po[ential effects [o species, addi[ional site-specifc and project-
specifc informa[ion is often required.
Section 7 of Ihe Endangered Spedes Ac[ requires Federal agencies m"reyuest of [he Secretary informa[ion whe[her any species which is listed
or proposed m 6e listed may be present in [he area of such proposed action" for any project that is conduaed, permitted, funded, or licensed
by any Federal agenry. A letter from [he local offce and a species list which fuifilis this requirement can only be obtained by requesting an
official species list from ei[her [he Regulatory Review sec[ion in IPaC (see dfrecCions helow) or from Ihe local field office direc[ly.
For project evaluations that require USFWS mncurrence/review, please retum to the IPaC website and request an official species list by doing
the following:
1. Draw [he projeR location and dick CONTINUE.
2. Click DEFINE PROJER.
3. Log in (if direaed ro do so).
4. Provide a name and description for your project.
5. Click REQUEST SPECIES LIST.
LisCed species' are managed by the Emiqgcal Serv�ces Proaram of the LLS. Fish and Wildlife Service.
1. Species Gsted under the FpdapE¢:^�5^ecies Art are Ihreatened or endangered: IPaC also shows species [hat are candidates, or proposed.
for listing. See [he lis[ing s[a[us uaee for more information. -
The following species are potentially affected by activities in this location:
t
Mammals
NAME
Northem Long-eared Bat Myotis septenmonaLs
No cricical habi[at has been designated ta Ihis species.
hfi �s%[acns �w= �r,>/e<:/snenes'9n4S
Flowering Plants
NAME
Small-an(heredBfttercress Cardaminemicranthera
No aitiCal habitat has been designated for this spedes.
I�.:msli.,cu:_la: �n:,��,c'>/;pec,e;r3_�i'
Critical habitats
STATUS
Threatened
SfATUS
Endangered
Poten[ial effects to nitical habitat(s) in this location must 6e analyzed along wf[h Che endangered species Ihemselves.
1 HERE AFE N� Cfllllt`AL FABI'7AT<AT 71�IIS I OCAi IOGi
Migratory birds
Certain birds are pro[ec[ed under [he Migramry Bird Trea[y Ac[� and [he Bald and Golden Eagle Pro[ec[ion Ac[Z.
Any person or organization who plans ar condu¢s activities [hat may result in impacts m migratory hirds, eagles. and cheir ha6itats should
follow appropriate regulations and consider implementing appropriate conservafion measures, as described he)gyy.
1. The Mieratory Birds Treatv Ac[ of 1918.
2. The Bald and Golden Eagle Pro[ec[ion Ac[ of 1940.
Additional information can 6e found using the following links:
hftps:liecos.fws.govfipaGloca�ionlH60ASCSDPZCJ7HFDNUNJE5W XMlresources
zn

3nanaia
IPaG Explore Locatlon
. k3irds of Conservation Concem ht[o�//www fws gov/birds/managemenUmanagefl,4�ecies/
birds-of-mnserva[iommnce m. o ho
• Measures for avoiding and minimizing Impacts [0 6irds htto�//ewwa fws gov/birds/managemenUprpjec[-assessmen[-tools-and-guidance/
conserva[ion-measures uho
• Na[ionwide conservation measures for 6irds
httnv/www �ws gov/mjgram bird�/odf/managemenVna[ionwidestandardmnserva[ionmeasureaodf
The birds lis[ed below are hirds of par[icular concern either because [hey occur on Ihe USFWS Birds of Conserva[ion Concem BCQ list or
warrant special at[en[ion in your project loca[ion. To leam more abou[ [he levels of concem for birds on your lis[ and how [his list is
generated, see the FAQ t�l�w. This is not a list of every bird ynu may fmd in this location, nor a guarantee [hat every bird on [his Ilst will be
found in your project area. To see maps of where birders and che general puhlic have sighted birds in and around your proJect area, visit E-
bird rools such as the E-6ird da[a ma�ginp tool (search for the name of a 6ird on your list to see specific locations where that 6ird has been
reported to ocwr within your project area over a cer[ain timeframe) and the E-bird Eznlore Data Tool (perform a qUery m see a list of all birds
sigh[ed in your counry or region and wi[hin a cer[ain timeframe). For projec[s [hat occur off the Atlanti< Coas[. addi[ional maps and models
de[ailing [he relative occurrence and abundance o( bird species on your list are availa6le. Links to addi[ional information a6out Atlantic Coas[
birds, and other impor[an[ informa[ion abouf your migra[ory bird lis[ can 6e found below.
For guidance on when to schedule activities or implement avoidance and minimization measures to reduce impaas to migratory birds on your
Iist, dick on [he PROBABILfTY OF PRESENCE SUMMARV at the top of your lis[ to see when these birds are most likely to be present and
breeding in your project area.
NAME
BREEDING SEASOIv (IF A BaEEDMG SEASQN IS
INDICATE� FOR A BIRD ON 1'GUR LIST. TH�BIR�J
b1AY BREED IN VOUR PRGJECi AkE/+SOMETIN�E
WITHIN THE TIMEFRHME SVECIFlED, WHICH IS A
VERV LI6ERAL ESiIMATE OF THE �ATES INSIDE
W HIfH TH[ BIRD BREEDS ACROSS IT<_ F.NTIRE
RAN6E "$REEDSElSEWHERP'INDICATESTHAT
THE BIP.D DUES NOT LIKELV BREeD Ik VOUR
PROJER FREA ) � �
Bald Eagle Haliaeetus leumcephalus Breeds Sep 1 coJul37
This is not a Bi�d o! Conzervation Cancem (BCQ in (his area, but warrants actention because of Ihe
Eagle Act orlor potential susceptibilltiez in oHshore areas from certain rypes oidevelopment or
attivities.
h�msUems_- s.e�ecclsp__�.iesn62fi
Blue-winged Warbler Vermiwra pinus 8reeds May i toJun 30
This is a Bird o( Canservation Conrem (BCq atly in panicular Btld Conservation Regions (BCRs) In [he
con[inen[al USA
Cerulean Warhler Dendroi[a cerulea
This is a Bird of ConservatiodConcem (BCq [hroughou[ i[s range in the mntinental USA and Naska.
p: �.os:pr.,_,s.`w-z..eoJV.P�/gpenn_�,1]4
Eas[ern Whip-poor-will Anvos[omus voaferus
This is a Bird o(Lonservacion Concem (BCQ throughou[ Its range In the continental USA and Alaska.
Breeds Apr 28 toJul 20
8reeds May 1 m Aug 20
Golden Eagle Aqwla chrysaeros Breeds elsewhere
This is no[ a Bird of Conservafion Concem (BCq in [his area, but warrants attencion because of [he
Eag�e Att or for po[entlal susceptlbllities in offshvre areas trom certain rypes ot development or
actWlues.
h�tos�//ems fws eov/em/zoe� es/1689
Kentucky Warbler Oporornis formosus
This iz a Bird of Conservation Concem (BGq Nroughout icz range in the mn[inen[al USA and Alaska.
Prairie Warbler Dendroica discolor
This is a Bird o! ConServa[ion COncem (8Cq [hroughou[ I[s range in [he continental USA and Alaska.
Prothonotary War6ler Pro[ono[aria civea
This is a Bbd of Conservatlan Cancem (BCq [hroughout i[s range in tM1e mn[inenCal USA and Alaska.
Red-headed Woodpecker Melaneroes ery[hrocephalus
This is a eird of Conservation Concem (BCq throughou[ i[s range in the rontinental USA and Alaska.
8reeds Apr 20 ro Aug 20
Breeds May 1 [oJul31
BreedsApr 1 [oJul31
Breeds May 10 to Sep 10
https://ecos.fws.govlpacJlocation/FI60ASGS�PZCJ7HF�NUNJE5VUXM/resources 3/7

3/ib/2018
IPaC Explore Location
Rusry Blackhlyd [up��a�us carolinus
This is a 8ird oF Conserva[ion Concem (BCq chroughouL rts range in [he mn[inental USA and Alaska.
WoodThrush f��lylaJchle�m�s��ina
This rs a B�rd of Conservauon Con�em (BCQ [hroughou[ its range m the mntirien[al USA and nlaska.
Probability of Presence Summary
Breeds elsewhere
Breeds May 10 to Aug 31
The graphs below provide our best understanding of when birds of concern are most likely m he presen[ in your project area. This informa[ion
can 6e used [o [ailor and schedWe your project ac[ivities to avoid or minimize impac[s [o blyds.
Probahility of Presence ( �)
Each green har represents the bird's relative prohabiliry of presence in your project's coun[ies during a par[icular week oF the year. (A year is
represented as 12 4-week monchs.) A taller bar indicates a higher probabiliry of species presence. The survey effort (see helow) can 6e used to
es[ablish a level of confidence in the presence score. One can have higher conFdence in the presence score iF [he mrresponding survey effort
is also high.
How is the probability of presence score calculared? The calculation is done in three steps:
i. The probability of presence for each week is calculated as the number of survey events in the week where the species was de[ected diWded
by the mtal number of survey events Por that week. For example, if in week 12 there were 20 survey events and the Spotted Towhee was
found in 5 of them, [he probability of presence of Che Spotted Towhee in week 12 is 015.
2. To properly present the pattem of presence across [he year, [he relative probability of presence Is calculated. This is the probabilfry of
presence divided by the maximum probabiliry of presence across all weeks. For example, imagine the probabiliry of presence in week 20
for the Spot[ed Towhee is 0.05, and that the proha611ity of presence at week 12 (OZS) is the maximum of any week of the yeac The relative
probabiliry of presence on week 12 is 025/0.25 = 1; at week 20 it is 0.05/015 = 0.2.
3. The relative probabiliry of presenw calculated in the previous srep undergoes a statistical conversion so that all possible values fall
between 0 and 10, indUsive. Thls is the probahility of presence smre.
7o see a bar's probability of presence score, simply hover your mouse cursor over the har.
Breeding5eason( )
Yellow bars denote a very li6eral estimate of [he time-frame inside which che bird hreeds auoss i[s entlre range. If there are no yellow 6ars
shown Por a bird, it does not breed in your project area.
Survey Effort (I)
Vertical black lines superimposed on probabiliry o( presence bars Indicate the number of surveys performed for that species in [he munties of
your project area. The number o( surveys is expressed as a range, for example, 33 to 64 surveys.
To see a bar's survey effott range, simply hover your mouse wrsor over the bar.
No Data (—)
A week is marked as having no datd if there were no survey events for that week.
SUrvey Timefreme
Surveys from only the last 10 years are used in order to ensure delivery of curren[ty re�evant information.
: probablliryofpresence breedingseason Isurveyeffort —nodata
.VEqES ��iv FEP MAF APP MAv JIpJ JUL
BaIdEd61e. YI�'IWI �il_II AI7_III
NomBCCVWnenWe(IM1ISISnM A UN � 111 q 11 II
+ ave or co�:brv�k�an �6�o-em
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tlac<�b�"mo; ur ammnesl
Win—w.n� iWarbler
N( [-P:� I Rr; rs a 9etl al
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Mtps�.//ews.Fws.govlpaUlocatioNH60ASCSDPZCJ7HFONUNJE5VUXM/resources 4/7

3/74/2018
. nitlPn kdgir
. i...HC[':uln�.r.�[I��IM1�s.Sr.�.1
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(dCq t!nnugnom Itt ran§e m
tne conlinenlallJN antl
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evEol[an eva<IonCmum
laccl�n�cughoui�inn�n
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[M1[co.�nnenlaluSP 2nE
Ab.A.i.l
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ertE oKomem�ion cenfem -
lacq inrcu�no 1 us �ange �v
�he mnmmul USL anE
Na.Ya.�
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accnangemee�mru)(mi:i:a A'�
eim oi co�u�.a�ian c«�a.n
IBCQ�nnauguou�hznngei
Ne an IUY.�and
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8CC Pangewitic ICAN� QM1�s iz �
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e�m arco�mcneo� cmcmo �
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mv mnur�.<nul uv. antl
uux,.i
IPaC: Explore Loca�ion
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_`_ _7'__ q�4'!� 14Yi�- -�-_ N—__ _T—� IT�� �*__
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Tell me more about conservation measures I can Implement to avold or minimue Impac[s ro migratory blyds.
ua�ion•.�:�fe Con;.�rvaoon inanwes desuibes measures [hat canhelp avold and mmimiie impacts m all hirds at any loca[ion year round. Implementation of these
measures is pareimlarly important when 6irtls are most likely to occur in the projen area. When 61rds may be breeding In the area. identi(ying the locations of any
active nes¢ and avofdiog [heir des[ruction is a very heip�ul impact minimiza[ion measure. To see when birds are mon likely m ocmr and be breeding in your
project area, New Ihe Probahiliry of Presen<e Summary.lL�iS�'�al rne isurr-: and/or �cvrnns may 6e advisa6le depending on the rype of aaiNry you are conduciing
and [he rype of inh�astruc[ure or hird species presen[ on your projecc site.
Wha[ does IPaC use [o generate [he migra[ory birds po[entially occurring in my speciFled low[ion?
The Migra[ory Blyd Resource Lisc is mmprised o( USFVJS Nii d_of Con�gry�tion Cenrcrn LSI and o[her species [hat may warrant special atten[ion In your projett
location.
The migra[ory 6ird lis[ genera[ed for your prqect Is derived trom data proNtled by [he Av nn Nnowledee Neiwork �AKM. The AKN data Is based on a growing
collecGon of sr.n%_v h�nding and otizen saence tlaiasets and Is queried and filtered to rewrn a list of those hirds reporred as ocmrring in [he munties which your
proje4lnterseces, and that have 6een iden[ifed as warranHng special attenNon hecause [hey are a BCC species in that area, an eagle (�1��1 requirements may
apply�. or a species Ihat has a particular wlnerability m offshore ac[ivitles or development.
Again, ehe Migrarory eird Resou�re lin IntluAes only a su[�set of hirds thac may occur in your projea area. I[ is not representative of all blrAs [hat may ocmr fn your
proje[t area. Tc get a I'at of all birds poten6ally presen[ in yaur pro7ect area. please wsit [he Fbird E�lore �ata Tooi.
Wha[ does IPaC use m genera[e [he pra6a611iry of presence graphs for [he migra[ory 61rds po[entlally occurring In my speclfed bcallon?
The prohahi6ry of presence graphs assoclated with you� migratory brcd Ils[ are bazed on data prwlded by the Avian Knowledpe Network IAKN1. This data Is derived
From a growing rollection of 5urvey band�ng antl Ctiren sCenre dataseis .
Prohahiliry of prezence data is mntinuously 6eing upda[ed as new and 6e[[er information 6emmes available. 70 learn more abou[ how [he probabiliry of presenre
graphs are produced znd how [o inlerpret [hem, };o Ihe Pro6a6iliry of Presen<e Summary and Ihen dick on the'Tell me a6out these graphs" link.
How do I know if a bird is breeding, wintenng migrating or present year-round in my project area?
Tr, see what part of a par[icular bird's range your project area falls wi[hin (i.e. breeding, wintering, migra[ing or yearround), you may refer W[he /ollowing
resources: 7he Th o�n II ah o( Om [hology All Abou[ B'rtls B'rd Gu'de, or (if you are unsuccessful in to<ating [he bird of inceres[ there�, [he Cornell Lah of
Omi[holoev Neo[roo cal B'rds euide. If a hird entry on your migra[ory bird spe<ies lizt indicaces a breeding season, i[ is pro6able [hat the bird 6reeds in your
pmjett's coun[ie5 a[ some poin[ within Ihe omeframe specified. If "Breeds el5ewhere" i5'�ndrcared, lhen [he bird likely does not breed in your projett area.
What are [he levels of concem for migramry hirds?
Migra[ory 6irds delivered thmugh IPaC fall ln[o [he �ollowing disnna ca[egories of concern:
https:/lecos.Tws.govlpacfiowtioNH60A5CSDPZGJ7HFDNUNJESVUXMIresources 5!7

3/14/2018
IPaC Explore Localion
1. "BCC Rangewide" hlyds are Bvds af Conzervation Concern (eCq that are of mncem throughout their range anywhere within [he USA (induding Hawaii, [he
Pacifc Islands, Puerto Rim, and [he Virgin Islands);
2"9CG BCR" hirds are BCCs that are o( conrem anly in particular Bird Conservation Regions (HCRS) in [he mn[inental USA; and
3. "Non-BQ - Vulnerable" birds are no[ 9CC species in your proJec[ area, but appear on your list elther because of [he Eaeie qct requlremen6 (For eagles� or (for
non-eagles7 po[en[ial susceptihlli[ies in offshore areas (rom certain rypes o( deve�opmen[ or activiUes (e.g. off:hore energy development or longllne fshing).
Alchough it is important to [ry to avoid and minlmize Impacts to all birtls, efforts shoultl be made, in paNwlar, m avold antl minimize impacts [o the birds on [hls
lisq especially eagles and 6CC spe<ies of rangewide concern. Por more Information on conserva[ion measures you can implement co help avoid and minimize
migramry bird impacts and requirements For eagles, please see �he FAQs for these [opics.
Details a6ou[ 6irds [ha[ are po[en[ially affec[ed by offshore proJects
Por addi[ional details abaut the relative ocmrrence and ahundance of both individual birtl species and groups of bird species wi[hin yaur projec[ area off [he
Atlantic Coast, please visii [he Nor[hean Ocean Data Por[al.7he Por[al also offers data and information ahout other Wxa 6ezides 6irds cha[ may be helpfW to you in
yaur praject review. Alternately, you may download [he brtd model resWts files underlying [he portal maps Ihrough the NOAA N CO Int era�iv tatiai al
Madeling and Prediaive Maooing of Marine 6ird Distri6utions anA Ahundanre on the Atlantic Outer Con[inental Shelf project we6page.
eird nacking da[a can also provide additional de[ails abou[ ocmrrenre and hahitat use [hroughout che year, induding migration. Models relying an survey da[a may
not indude chis informa[ion. For addi[ional informa[ion on marine hird vacking da[a. see the D'vine 6'rd Swdv and the nanotae swd'es or contan Caleb Soieeel or
Pam lorine.
What if I have eagles on my Iist?
If your proJect has [he potential to diswrb or kill eagles, you may need to c�Ma�r, � oern;k to avoid viola[ing the BGEPA should such impaRs ocmr.
Facilities
Wildlife refuges and fish ha[cheries
REFUGE AND FISH HATCHERY M W RMA110N IS NOT AVAILABLE AT THIS TIME
Wetlands in the National Wetlands Inventory
Impacts to NWI wctlandz and other aquatic habitats maybe subject to regula[ion under Section 404 of the Clean Water Act, or other
Sta[e/Federalstatutes.
For more information please contac[ che Regula[ory Program of Ihe local U 5 Army Coros of Erbineers Dis[ric[.
This bcation overlaps the following wetlands:
The area of this project is mo large for IPaC to load all NWI wetlands in the area. The list below may be incomplete. Please contact the local
U.S. Fish and Wildlife Service office or visit the NWI man for a full lis[.
FRESY.wATEFEMr�GENi wE7LAND
PEM1A
P 1
FEM1C
PEMt Fli
PEMiAh
PEM1Cd
PEMI Fb
PEM1A
PEM7 F
FRESIINiA'I'ER FORES'FCl/SIIRUS WF.1L4N0
PF01A
P551A
PF01C
PS51C
PF01Ah
P551Ah
P551F6
P 1 h
PFO1g
PSS1Fh
PFOiCh
https://ecos.fws.govlpac/IocationlH60ASCSDPZCJ7HFDNUNJE5VUXM/resources 6!7

3/14/2018
P tA
PFO1F
P551Ad
PSSiFx
FRESHW'ATEP oONJ
PUBHh
PUBKx
PUBHx
PUBF
LhKE
L1UBHh
O1FiER
PLJSCh
PUSAh
PIJSCx
PUSAx
f'USC
IPaC Ezplore Location
A full description for each wetland code can be found at [he National Wetlands Invenrorywebsite: htgis//ecos fws �nv/ioar/wetlandsidecoder
Data Iimitatlons
7he Service's obJeaive of mapping wetlands and deepwarer habitats is to produce remnnaissance level inPormation on the bcation, rype and size of these
resources. The maps are prepared fmm fhe analysis o( high altitude imagery. Weilands are iden[ified based on vege[ation, visiNe hydrology and geography. A
matgin o( etror is inheren[ in [he use of imagery; thus, decalled on-the-ground inspettion of any partimlar site may resul[ in rpvision of [he weHand 6oundaries or
dassiFlca[ion established through image analysis.
The acmracy of image inrerpreta[ion depends on Ihe qualiry ofthe imagery, the experience of [he image analysts, the amoun[ and qualiry o! the collaceral da[a and
fhe amoun[ of ground [ru[h verifcatlon work mnducted. Metada[a should be mnsulted to determine the date ofthe source imagery used and any mappfng
problems.
Wetlands or o[her mapped features may have changed slnce the da[e of [he imagery or fleld work. There may be occasional differences in polygon boundaries or
da551flcations be[ween Ihe Informatian deplRed on the map and [he actual mndltlOns on site.
Data exduslons
Certain wetlanA habi[ats are exduded from Ihe National mapping prograin 6ecause of the limita[ions of aerial imagery as [he primary da[a source used to detect
wetlands. These habita[: indude seagrasses or submerged aquatic vegeiation that are found in the incenidal and subtidal zones o� esmaries and nearshore coas[al
waters. Some deepwater reef mmmuniues �mral or tuberflcid worm reefs) have also been exduded from the invenrory. 7hese habitaa, be<ause of their depN, go
undetected by aerial Imagery,
Data precauUons
FederaL s[are, and local regulamry agencies with Jurisdic[ion over wetlands may define and describe wedands In a differenc manner than that used in this imenCory.
There Is no atrempl, in either the des(gn or produas of this inventory, [o defne the limia of proprietaryJuristliction of any Federal stace, or local govemment or ro
establish the geographi�al swpe of Ihe regula[ory programs of govemment agencies. Persons infending m engage in acnvities involving modifcations within ar
adjacen[ m wetland aleas should seek the advice of appropria[e federal, stace, or bcal agencies concerning specifed agency regulamry pmgrams and proprie[ary
�urisdictions Cha[ mayaffect 5uch activitles.
https://ecos.fivs.govlipaGiocatioNH60ASCS�PZCJ7HFDNUNJE5VUXMlresaurces 717

Attachment B. Pians

North
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wrrw.�tt.oro �
90% SUBMITTAL
LINE 326
T AR�.�'�4�
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FORSYTH COUNTY
FORSYTH COUNTY, NORTH CAROLINA
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Natural Gas
IR#: 0351527
OWNER: PIEOMONT NATUR4L GAS
4720 PIEDMONT ROW DRIVE
CHARLOTTE,NC 28210
[phone]
FaMdQriPNJY
3iUPNd6YAYlA"� $LffE9D
�FApR�P7T8S.G4JlH.
caau
90% SUBMITTAL
03/30/2018
NOT FOR CONSTRUCTION
�vovaia�r�amrsratir

GENERALNOTES
1. ALLTOPSOILAN�IXCAVATEDMATERWLSHALLBESTOCKPILEDONSREINANqftE4APPROVED9YPNG.
4. EXCESSMATERIP1150EFINEDASPNYMATERIFLBflOUGHTiOTHESREOYTHEfANTRACTORORGENERATE�WRINGDEMOLRiON.
WHICH IS NOT USED FOR CONSTRUCTION OF T1E PROJECT. All EXCE55 MAiERIA1 PRO�UCED BY iHE COMNACiOR'S OPERATIONS SH4LL
BE DISPOSED OF IN ACGOR�ANCE WRH IOCAL, COIIN7V, STATE. AN� FE�ERAL REGUTAT�ONS FlT NO GQST TO THE OWNEF.
3. THECONTMCTORSHALLCOMPIYWITHALLCItt,COUNtt,STATE,ANOFEDFAP1GUl0EUNE5IREGUlATI0N5RPPLICPBLETO
CONSTRUGTION OF iH15 SITE.
a. E%ISiINGCON�IilONSWERETAKENFROM:
A iOPOGRAPHIC SURVEY PERFORME� BY ENCOMPPSS SERYICES; �832) 831A08fi
AN ENVIRONMENTFL SUftVEY PERFOfiMEO BY PONO 8 COMPANY; (fi18� 336A40
5. GEOiECMNICPIENGMEERINGf2E?ORTSPREPPREDBYINTEftTEI(P51;(/61)59&2TJ4.PPPROXIMATEBOREHOLElOG4iNkISH4VEBEEN
SHOWN ON THE PlANS.
fi. LOGTIONSOFeXISTINGUNOERGR�UNOVTILITIESAN�SREIMPROVEMEMSNREAPPRO%IMATE.RCi11ALFXi$TINGLON�IilONSMAY
VARY FROM WH4T IS REPRESENTED IN THESE ORAWINGS. CONTRACTOR SHALL I�ENTIFY E%kGT LOCATIONS IN THE FIEID PRIOP TO
FXCAVaTION 6Y CONTACTING N�RiH GAROLINA811 ANO iN(E ALL PRECAIJ�IONS NECESS4RY TO AV01� OAMAGE TO EXISPNG OT1LI➢ES
AND SITE IMPROVEMENTS. SOME UiiLITIES ANO SRE IMPROVEMENTS M4Y NOT BE SHOWN. fAMfiACTOR SHALL NOTIFY OWNEf30P MlY
�ISGREPANQES PWORTO CONSTRUCTION.
7. ALL&4CI(FILLFNOFILLM,iTERiALSHALLBEFREEOFORGPNICMATTERAN�WA$TE.
B. WORNAROUNOTHEECISTINGUiILRIES.�FNWIGESYSTEMS.AN�51iEIMPROVEMENTSSNALLBEPERFORME�MAMANNERTHATWILL
nV01D OFMNGES TO THE ltiILR1E5. 5i0RM ORAINAGE, SIiE IMPROVEMEIRS, ANO PAVEMENT. PRIOF TO COMMENCING WITH WORK, THE
CONiRACTOR SWLLLACCURATELv LOCATE OR GET iNE PPPkOPPIAiE UTILItt COMPANY TO LOCATE A60VE AND BELOW� GROUN�
UTIIITIES WHICH MAY BE AFPEG7E0 BV THE WORK iHE GONTRACTOR SHALL PROTECT AlL UTILI➢ES. STORM OFAINA6E. SITE
IMPftOVEMEMS, AN� PFVEMEMS NOT �ESIGNAiE�:OR REMOVAL, RELOG4TION, OR REPIACEMEYT IN THE COURSE OF THE
CONSiRUCTION. NNV E%ISTING IJrILRIES, STORM DRAINAGE. OR SITE IMPROVEMENTS DAMAGE� BY TY.E CONTMCTOR SHALL BE
REPAIRE� TO THE SATISFACTION OF THE UTILIIV COMPA�WES IMMEOWTELY AT NO FXPENSE TO THE OWNER Oft ENGMEER.
FUftTHERMORE.If THE PROPOSED WNSTRUCPON NECESSITATES THE OISCONNECTION Oft RELOCATION OF ANY UTILIiY OR STORM
OPW NPGE SYSTEM. THEN THE ftEP WCEMENT UTILITY INFRPSiRUCTURE SHALL BE IN PLACE ANO NLLY FIINCTIONAL. PRIOR TO THE
�ISGONNECTION OF SaID UTILItt. PLfASE NOT THAi LOCA i ING ALL UN�ERGROUNO FACILITIES B THE CONTPACTOR'S RESPONSIBILIiV.
9. PLLDIMENSIONSARETAKENFftOM/TOE�GEOFPAVEM&Gi,CEMERLINEOFtfilllttORE0GE0FEASEMENTpNLESSOiHERWISENOTE�.
10. MATCHALLNEWPAVEMEMFWSNWITHEXISi1NGPAVEMEM.IINLESSOTNERWISENOTEO.NEWPAVEMENTTOBEINSTALLEDACCOPDING
TO THE ftEQUIftEMENTS OF THE NUTHORITV WITH JURIS�ICTION.
fl. SREGONTRAGTORSHFLLVERIFYN.LCOOROINHTESANODIMENSIONALINFORMATIONPRIORTOGONSTROCTION.BRINGANY
DISCREPANGES WRH lAYOUT TO ATTENTION OF OWNER PRIOR TO STARiING CONSiRl1CTi0N.
4. FLLiiUPFIC51GN5AN�PAVEMENTMARKING55HALlBEINACCORDANCEWIiHTHE'M4NUALONIINIFORMTFAFFILCONTROLDEVICES"
�MUTC�).lATESTEDRION.
13. COMMCTORSH4LLPROVIOETESTPIANAN�C00R01t14TEWITHPNGPfl10Ri0A1LTE5TS.
14. UN1E555PECIFIG4LLYSHOWNOTHERWISEONRIE�RAWINGS.CONiRACTORSWLLLMNINTAINAMINIMUMS'-0'OFFSEfFROMPROPERTY
LMES FND FROM EOGE OF PAVEMENT �EXCWOING FOR ROAD PND PROPERTV LWE CROSSINGS�. ALL CONSiRUC710N MEiM0�5AN�
MATERWIS SHALL CONFORM TO THE CURREM SPECIFlCPTIONS PNO STA40AR05 OF FIE�MOM NATURPL GAS.
15. ALLWORKSHALLBEINCOMPLWNCEWffFI05R1TITLEY90FTHEC0�E0FFEDEPALREGUlATI0N5.AN0ALLOTHERFEDERPI,STATEFN�
LOCAL tAWS AN� REGUTATIONS.
16. THEGASMNNSHALLBEMSTALLE�SOASTOPROVI�EAMINIMUMOFTVJENiYF0UR�74�1NCHE50FLlfARANCET0ALL0THER
UNOERGR�ON� OiILRIES PN� STROCTURES. WNERE THI515 NOT POSSIBLE. APPROPRIATE PROTECTION SHALL 6E INSTALLEO.
11. ALLDRAINAGEPIPESMlDSTNUCIDRESSI{4LLBECLEANE�OF�EBRISPN�Eft00E�JMHiERWL5RE5ULTINGFROMCONSTRUCTION.TNESE
PIPES AN� SiRUCNRES $F1NLL BE M4INTAINEO C�FAN �URING THE PERI00 OF CONS i RUCTION.
18. N1�ISTURBEDSLOPESSHPLLBERESTOREDTOEkISTINGGRAOESANOSTABILQEDA5IN�ICJ�TE�ONTHEPIANSHEREI4.
19. IT IS PNG POLICY NOT TO LEAVE SiOPPLE5IN LINE UNATf:NDED. WMRACTOR SHOOLO FUN AN� SCHE�IILE TIEINS AT FACH SITE FOR 1
OAY OURATION.
10. ACCESS DRIVEWAY MFORM0.PON IS FOR INPORMA➢ON ONLV. COMRACTOR TO COORDINATE WRH PNG FOR ACCESS PERMISSIONS HND
REOUIREMENTS.
YI. PftOPOSE�PIPELOCATIONSSHOWNFREASFlEL�I�ENTiFlE�9YPNGFNDMEBASEDONEVALUATIONOFABOVEGROUN�FEATUftES.
THE FINM11 A1IGNMENT ANO LOCHTION OF PIPE SH4Ll8E DEiERMINED BY PNG PNO fI5 DESIGNATEO INSPECTOR(5).
72. CONiRACTORTOVERIFYWERAN�SHAVEBEENPEFMRTEDANDMITIC4TEDPRI0RT0ACGE551NGPNYWERPNDPAEAS.
SITE NOTES
1. CONTRPCTORSHALLREPAIRALL�PMHGETOF.);ISTI4GFEATURES�PAVEMEM.CUftBS.WALKS,ORNEWAYS,YAROS,WN�SCAPIN6,EfC.)
TO A IIKE NEW CON�RION AT NO AD�ITIONAL COST?0 THE OWNER
2. FlLLTRENCHESCUTINEJ(ISTINGROAOSOR�RNESSHALLIITILIZEAC�FANS4WCUTAND5H4LLBE8ACKFILLED�f00%)TOFlNAL
SUBGRAOE PCCOR�ING TO THE AUTHORIiY HAVING JUFISDICiION'S REpWREMENiS.
7. CONCRETEFORCUFBSlWDSI�EWALKSSHNLBE95COPSICONGPETE.
C. ANYWORKUNACCEPTABLETOTHEOWNER3RCPaESENTNTNETOLOG4LREPRESENTNTNE,ORTOUfILI1VREPftESENTpTIVESH4lLBE
REPAIRE� OR REPLACED BY iHE CONTHdCTOR AT NO A�]OITIONAL EXPENSE TO THE OWNER.
5. ALLPPVEMENTMATERIFLSANDCONSTRUGilONSHhLLGONi0RA1T0iHEAUIHORIttSTANDARO�RAWING5AN�5PECIFICATi0N5.
fi. HLLPAVEMCNTSTRIPINGSHALLBETHERMOPUSTICORAPPROVEOAlTEONATNE.
GRADING NOTES
L PROPERTEMPORARYAN�PERMANENTMEASIIRESSHALLBEUSEDTOCONTROlERO510N/WUSEDiMEMATIONINACCOROANCEWITHALL
LOCAL, STATE AND FE�ERAL REGUTATIONS. ALL EROSION FN� POLLU110N COMftOL DEVICES ANO MEASUFES SMALL BE CONSTRUCTEO,
INSTAllE�, MAIMAINE�, ANO REMOVEO BY TNE COMRqCTOR IN ACCORDANCE W11H ALLAPPLIG48LE FEOERAL, STATE, ANO IOCAL IAWS,
REGOIATIONS. OR�INANCES. AN� POLICIES.
P. MUICHFNOSEE�NLL015IDftBE�AREPSAS500NA5PO551BLEM1FTERFINALC+PADINGISCOMPIEIED,UNLESSOTHERWISEIN�ICATE�.
CONiRACTOR SH4LL Tq!(E WHATEVER MEANS NECESS4RV TO ESTPB4SH PERMVIEM SOIL STABILIZATION.
3. PROVI�ETEMPORARYCONSTRUCTIONACCESS�FS)ATTHEPOINT�S)WHEREGONSiRUCTIONVEH�CLESE%IiTHECONSTROCTIONAREA
MAINiAIN PU6LIC ROAOWAYS FREE OP TPACNED MU� AN� �IRT.
9. THECONTR4CTORSHAILCHECNALLE%ISTINGGFPDESANDDIMENSIONSINTHEFlELOPRIORTOBE6INNINGWORRRNDREPoftTANY
OISCREPANGIES TO THE ENGINEER.
5. THECOMRACTORSHALLCOMPLYWITHALLPEHTINEMPROVISIONSOFTHEMANUALOFACCIOEMPREVEMIONANDCONSTRUCTION
ISSIlEO BY hGC OF AMERICA MG ANO THE SAFEfY ANO HEALiH REGIRATIDN50FCON5TRUCTION ISSUED 8Y THE U.S. DEPPATMEM OF
IABOR
....: ....: as.;�e 7:,.:
6. NOYEGETAiIONORiREES0U151DE0FTHE�EftMANEMEASEMENTANDTEMPORARYWORNSPACES5HALL8EDI5TUF8E�ORREMOVE�.
7. STRIPTOPSOILFROMALLCUiANOFILLARiASANOSTOCKPIlEl1PONCOMPlETIONOFGEOEMLGPADINGDISTRIBl11ETOP501LOVERA:L
�ISNRBEO FREPS, TO A MINIMUM OEWH OF fi'. CONTRACTOft SHALL SUPPLY A��I i IOI�NL TOP SOIL IF INSOFFICIENT OUANTITIES EXIST ON
SITE.
B. POSITIVEDRAINACaEShW.LBEESTABLISHEDASiHEPIRSTOR�EROFWORKAN�SHALL6EMAINiAINE�ATPLL➢MES�VPoNGMIDFFTER
CONSTRUCTIOR SOII SOFTENEO BY PERCHE� WAiER M FOUN�ATION ANO PAVEMENT AREAS MUST BE IlNOERCUTAND REPIACE� WITI
SWTABLE FlLL MAiERiALS FlPPROVED BY A GEOTECHNIG4L ENGINEEfl. GROUNDWATER WFlLTRl�TION INTO EYCAVATIONS SHOUID BE
EXPECTEO. AND THE WATER SHALL BE REMOVED Il51NG GWIVITY �RPIN0.GE OR PUMPING.
9. THELOGTIONOFALLDNERSIONSWA�ESANODITCHESSH0.LLBEFIELOADJUSTE�TOAVOI�TREESFSMUCHASPOSSI9LE.THE
CONTRACTOR SHALL WALK iHE qLIGNMENT OF THESE SWALES ANO OITCHES IN iHE FIELD i0 VERIFY AVOIDANCE Of lAEES.
10. STOCKPILEDTOPSOILORFILLM4TERIFLISTOBECONTAINE�50SE��MENTRUK-0WWILLNOTCOMAMINATESl1RR0UN�W�ARFASOR
ENTER NEARBY STREAMS.
1L PNYSITEUSEDFORDISPOSALANWORSTOGNPILEOFPNYM41ERWlSNALLBEPROPERLYPERM1TfEDFORSUCHACTIVITV.RISTHE
RESPoNSIBILITY OF THE WNiRAC i OR TO SEE iHAT ALL REOUIRE� PERMITS FRE SECOREO FOR EACN PROFERTY IRiIJZED. F COM OF
THE APPROV.� PERMIi MUSi 9E PROVIOED TO THE INSPECiOR PRIOR TO COMMENGEMENT 0' WORK ON A4V PROPERTY. FRI WRE TO DO
50 MFY RESULi IN THE COMMCTOR REMOVMG ANY IILEGALLY PIACE� MN7ERWL FT HIS OWN E%PENSE,
12. ARERSiRIPPIPIGTOPS0ILATSiATI0N51TES,PR00FftOLLEXGOSEDSUBGRA�EWITHALOADEDTRUCKT010ENTIFfUNSiABlE501L5.
STA8ILIZE UNSTABLE AREAS BY ON�ERCUTfING AND REPtACING UNSTA9lE MAiERIALS WITH COMPqCTEO SELECT MATERIAL
13. RLLPIILSHALL6EFREEOFALLORGANICMATTER.TPASHAN�OTHEROELETERI0U5MATERIALS,CONiNNINGNOROCKFRAGMENTS
GftFATER THAN fi INCHES W ANV ONE �IRECiION.
14 SiRUCIDRALS01lFIL�SHALLHAVEASTAN�AROPROCTORMNIIMUMDRYDEN51TY0F90P0UNO5PERClIBICFDOT�GCFJORGPEATER
FNO A PWSTIqtt INOE%�PL) OF 30 PEftCcNT OF LE55. FLL M4TERNL BEMG USEO AS SOIL FILL SHOULO BE TESTED PNO APPROVED BY
OWNER BEFORE BEING PIACED.
15. PtACEAN�COMPACTFlLLINACGOROANCEWRHSPECIFICATi0N5.
1fl PROPOSEDWMOVftSANOSPOTELEVATI0N5SHOWNN2EFINISHGRA�E.PROPEftADJUSTMEMSHOULDBElM�EBYCONTRACTORFOR
SUBGRA�E.
1]. SH4PEFLLORCHESFCCORDINGTOIYPICAl5ECT10NOR5PECNL�ITCH�ETAIL
1B. ONLY M4TERl4l MEETING OWNER'S REQUIREMENTS FOR EMBANKMENi MAY BE USPD.
19. ALLE%CAVATIONISUNCVSSIiIFDWfiH011TREGPRpTOMATERNLSENCOUNTERFD.COMRACTOft5H4LLVI5R51iEPNpOPAWHISDWN
CONCWSIONS TO CON�RIONS ENCOUNTERED. LINE AND GR4�E5 SHOWN SHPLL BE ACHIEVE� WRHOt7� AO�RIONAL COMPENSATION.
Y0, ANYqREATHATIS015TURBEDOUiSIDELIMITSOFCONSTRUCT10NOl1RINGTHEUFEOFTHISPRQIECTSMALLBEREPAIREDBV
COMRACTOR AT HIS FJ(PENSE.
it. THE CONTRACTOR SHPLL NOT DISPOSE Of ANY MATERVil EITHER ON OR OFF PROJECT SRE IN A PEGUTATORY ROOD WFY AS DEFlNEO BY
THE FEDERAL EMERGENCY MANAGEMEM FGENCY WITHOIfr APFROVqL BY S4ME. ALL MATER�4L SHALL BE OISPOSEO OF IN UPIAN�
(NON�WETlANO) AREAS AND ABOVE ORDINPRY HIGH WA"fER Of HNV ADI4CEM WATERCAURSE. THIS �OES NOT FIJMINATE THE NEEO TO
OBTNN RNY OTHER LICENSES OR PERMRS TH4i M4Y BE RE�UIfiEO BY ANY OTHER FEDERAL_ STATE. OR LOCAL AGENCV FOR iHE
CONSiAUCTION OF THIS PROJECT.
VARIATIONS IN PLAN OR PROFILE
1. THEGONTRACTORSHPILMNNTNNTHEHORQONTFLALIGNMENT(PtFNV1EW)RSIN�ICATE�ONTHEPROJECTPWi5WI7HAz3F00T
VARIANCE, 11NLES5 ADDITIONAI �EVIATION IS PPPROVEO 9Y PNG.
2 CONTROLPOIMELEVATIDNSSHOWNINDICATETHEMINIMUMCOVERPNDSFWLLNOTBEHEWCED.iHECONTR4CTORMAY�RILLDEEPER
WIiH THE APPROVAI OF THE OWNER.
3. iHECONTR4CTORMAYRE0VE5TCHANGESTOTHEPftOPOSEDVERTICALANOHORIZONTALALIGNMENTOFTHEINSTALLATIONANDTHE
lOG4TI0N OF THE EMRY AN� FXR POINTS FOR HDD 60RE5. PFOPOSED CHANGES SHALL BE SUBMIT'fED TO THE OWNER FNO RECENE
APPROVNL OF THE OWNER PRIOR TO STARTING THE EfFECTED AGi7VliY.
BORE PILOT HOLE REQUIREMENTS
1. THECOMRACTORSWLLLATALLi1ME5PR0VI�EMlDNo11MNNIN5i0.0MENTATIONWHIGHWILLACCUFATELYLOG4TE7HEPILOTHOLE,
MEASURE ORILL STRWG ARIAL AND TORSION LOADS. AN� MFASURE DW W NG PLUI� DISCHAR6E RATE ANO PflESSURE.
2 THEOWNERWILLHAVEACCESSTOTHESEINSTRUMENTSANOTHEIRftEA�INGSATFLLTIMES
3. THECOMRqCTOR.WHENRE0UE5TEDBYTHEOWNER,WILLPftOVI�EINSPECTIONHOLESATNOADDIilONA1COSTTOVISUALLYVERIFY
THE LOG4ilON ANO CON�ITION OF THE DRILIE� PIPELME.
4. THECOMRACTORSHALLPLOTTHEACTUAiHORROMALANOYERTICALRLiGNMENTOFTHEPIlOTHOlESATIMERVAISNOTF]ICEE�ING
40 FEEC lW0 CORRESPONOMG WITH THE PROJEGT STATIONING AN� DATUM.
5. THEGOMRqCTORSHlLLLMAINTqINANDUPDAiEAN'A&BUlli'PIANANDPROFlLEASTHEPILOT90REI5ApVANGED,
6. THECOMFACi0R5HP11GR4MTNE0WNERRCCES5T0ALL�ATAREqDOUTPERTNNINGTOTHEPOSITIONANpWCLINATIONOFTHE
BORE HE4�, WHEN REOUESTED. THE COMRAGTOR SH4LL PFOVIDE E�(PLANATIONS OF HIS POSIiiON MONITOftING AN� STEEWNG
EOUIPMEM.
]. THE FGNFL PIIOT HOLE EXR P01M SNALL BE LOCATEO VYITHIN THftEE (3) FEEf IATERALLY 0F THE E%IT POIM SHOWN ON THE �RAWINGS.
LONGITU�INALLY. iHE RCTIIAL E%IT POINT SHALL BE NO MORE THAN PIVE (5) FEET SHORT OR FIVE (5) FEET PASi THE EXR POINT SNOWN
ON iHE OMWINGS.
8. THEPROTHOlESHALLBEDRILLEDALONGTHEPFTHSMOWNONTMEPIANANDPROPILE�RAWINGMAINTNNWGiHESPECIflE�
TOLERANCES.
9. THEOWNERSHALLAP7ROVETHEAIJGNMEN70fPiLOTBOREBEFOREiHEREAMMGPH45E0RPIPEPIILLINGMAYCOMMENCE.
70. IF TNE PILOT BORE FAILS TO CONFORM TO T1E ABOVE TOLEPANCES, OWNER MAY, AT HIS OPTION REOUIRE A NEri PILOT BORE TO BE
MNOE
fl. IN Pll CASES, FIGFROF WAY RESTRICTIONS SNFLL TAKE PRECEDENCE OVER THE LISTE� TOLEFANGES.
iL NOPILOTHOLEWILLBEACCEPTEDIFRWILLRESULTINANYOFTHEPIPEUNEBEINGINSTFLLEDINVIIXAT70NOFRIGHTOFWRY
0.ESTftICTI0N5.
13. CONCERNFORADJACENTtJ11lRIE5FN010R5TRUCTURESSHAILTAKEPtiEGEDENCEOVERTHELI5TE0TOLE0.4NCESqS➢NGOF
TOLEPANCES DOES NOT RELIEVE COMPACTOFt FROM RESPONSIBILI7Y FOR SAFE OPERATION Oft �AMAGE TO P➢JACEM UTILITIESANO
STRUCNRES.
14. ALL BEND RADII 5lN1L BE EOUhL TO OR GREATER TNAN THOSE LISTED IN h1E PRQIECT PlANS.
80REINSTALLATION
1. NLL HOD �FILLS i0 BE INSTFItE� BV THE WIftE LINE PROCESS.
2 THECONTRACTOF.SUBJEGTiOTHEREOUIREMENTSOFTHESEPlANS.WILLOEfERMMETHEE%ACTMEfHO�ANDTECHNIDUESFOR
COMPLETING THE H0� CROSSINGS. EXCAVqTED MU� PITS CONSTRUCTEO IN THE ENTRY AND EXIT AREAS WILL 9E LIMITED TO THE PIPE
BOREHOLEFREAONLY.
3. AFfFRCAMPLEfIONOFTtlEDIREC710NALDRIWNGWORKTMEENRtYANOE%ITPRLOCAilONSSMhLL6ERESTOREOTOTHEIRORIGINAL
PIfDMOM'S NATUR4L GAS FAdLITY DMWINGS ARE
�SE
CON�IlI0N5.
BORE PRE-REAMING RE�UIREMENTS
1. AFTERTHEPILOTHOLEISACCEPTED.THECOMRAGTOFSWhI.PERFORMAREAMIN6FNOPftODOCTPIPEPULL.
2 THEMA%IMUMPREREAMINGOIAMETERSfW1BE0EfEFMINEOBYCOMPFNvSPECIFICATI0N5/W�CONSTRUCTIONSUPERVISOR'S
APPROVAL UNLESS OTHE3NIISE nPPROVPD BY THE COMPANYS ENGINEER.
3. BIIOYANGYMOOIFICATIONSSHALLBEUSEOATTHE�ISCftETIONOFTHECONTRACTOR.ANYBUOYANCYMO�IFIG4TIONPROCE�IIRE
PROPOSED FOR OSE SHALL BE SUBMIifED TO THE OWNER FOR FPPROVAL THE CONTRACTOR IS RESPONSIBLE FOR (WY MMAGE TO THE
PULL SECTION RESULTING FpON 6VOYBNCY MO�IfICA➢ONS.
80RE PULLBACK RE�UIREMENTS
1. CONTRACTORSHALLPULLE%TRALENGTHOfPR00UCTPIPE500NEJOWTCANBEIXAMINE�.
Z CONTRAGTORSMALLSUPPOf1TTHEPRODUCTPIPEPULLSECTIONhSITPROCEE�SOURINGPOLL8ACK50TH4TITMOVESFREELYhND15
NOT OVER STRESSE�.
BORE DRILLING FLl11DS
1. CONTRACTORSHALLSUBMRTHECOMPOSIiIONOFRLL�RILLMGFWID5T00WNERFORAPPR�VPL
l. CONTFNCTORSNALLNOTOSEPNYORIWNGFLNOTHAT�OESNOTCOMPLVWITHPERMITREOUIREMEMSANDENVIRONMENiAL
REGULATIONS.
7. CONTRICTORSHPiLBERESPON5IBLEFOROBTNNING,TRN:SPORTING,AN�STORINGANYWATERREWIRE�FORDftILLINGFLU105.
4. CONTRACTORSHALLMA%IMREREGIRCUlATIONOFDRILIINGFWI�SORiFCERETUFNS.
5. CONTRACTORS:ALLPROVIOESOLIO<COMROLANOFLW�CLEANINGEQUIPMEMOFACONFIGURATIONANOCAPACIiViHA7GW
PROCESS SIIRFACE RETORNS AN� PFO�UCE pRIW NG FLUID SUITABLE FOR ftEJSE.
6. OISPOSAL OF �GESS �ftILLiNG FL01� IS iHE RESPONSIBILITY OF THE CONTPACiOR AN� SHALL BE GON�UCTED M COMPLIANCE WITH pLL
ENVIRONMENTFL REGULATIONS. RIGNT-0FWAV AND WORKSPI CE HGREEMENTS. AN� PERMR REOUIREMENTS.
]. COMRACTORSHALLSUBMROftILLINGFLUID01SPO5PLPROCE�lIRE5T00WNERfORAPPROVAL
B. COMRACTORSHALLEMPLOYBESiEFFORT5TOM4JNTAINFULLANNULARCIRCUlATIONOFORIWNGFWIO.
9. �RILLINGFWIpRETURNSATLOCATIONSOTHERTHANTHEENTRYANOEYRPR55H4LLBEMINIMIZEO.
10. IN THE EVENT iHAi ANNUfAR qRCULATION IS LOSi, GONTRNCiOR SHALL iAKE qCTION TO RESIDRE CIRCUTAPON.
11. IF INADVERTeNi SU4FACE RETURNS OF DRILLING FLUI�S OCCOR, COMRACTOR 51W.L IMMEDIATELY CLFAN PND COLLECT.
BORE CROSSING WITHOUT CASINGS
1. THELONSTRUCTIONOFALLCROSSIN6S�ESIGNEOBYiHECOMPANY.MCLUDINGALLDETAILSINCIDEMTOTHEINSiAW1➢ONOPSUCH
CROSSINGS, SHALL 0E IN AGCORDpNCE WITH THE �FAWINGS AND SNFLL COMPLY WIiH SUCH SPEGFIG4TION5 AS MAY BE RE�UIRFD BY
iHE OTHER AUTHORftt NAVWG JURISDICTION. ANO SUCH SPEGIFlCATIONS HEREIN AS M4V BE PPPLICABLE.
P. iHEBORE0CRO551NGWiTHOUTCA51NG5H0UL�BEINSiqLLEDBEFOREiHE�RCHIN6ANOBEN0INGOPERqTI0N5PRRNEATiME
GROSSING. WHEN BORING. THE CURING HEAD SNALL NOT EXTENO BEVOND ME LEPDING END OF iHE CAPRIER PIPE MORE THPN SIX
INCHES.
GROUTING OF BOREDAND CASED CROSSINGS
1. WHEREREOUIRE�,BOREDPN�CASE�CROSSINGSHALLBEPRESSURE6ROUff�BYTNECONTRACTORTOCOMPIFTELVFlLLME
ANNULAft SPAGE BEiWEEN THE CAkRIER OR CASING PIPE FNU THE FARTH. THE GROIJr SHALL CONSIST OF F SANOLEMENT SLORftY OF AT
LEAST 7WO SACKS OF CEMEMrY�3. OR AS ftEOUIRED BY JURISDICTIONFL AUMORITY.
NCDOTGENERALNOTES
1. AWNTiENNGREEMEMI5RE0UIRE0FORANVUTILfIVWHICHISTOCR0.550flOTHFRWI5E0CCUPYHIGHWAYRIG1i�-0FWFY.AiTER
PPPROYqL THE DIVISION Ek6MEER OR HIS PPPOINTEO REPRESENTAiNE SHALL BE GNEN PRIOR NOTICE BEFORE BE6INNING WORK ON
HIGHWFY PICaHTAF�WAY. iNERE MUST BE A MURIPI UN�ER5iPNpING BEIWEEN UiILIiV ANO DOT REORESENTPTNES PS TO WHEN WORN
Wlll COMMENCE ANO ON ANY OTHER CONORIONS �EEME� NECESSARY'.
4. T0.4FFlCWILINOTBEDET0URE00FREk0U7E00N5TATEROMSFORTHEINSTALLATI0NI1NLE55PPPROVEOBYTHEONISIONENGINeER.
WHEN DETOURS ARE ALLOWEO, THE DIVISION ENGMEER WILL OEUNFATE THE �EfOUR ROIfrE AND ALL SIGNING ANO MARKING OF THE
�ETOUR WHICH MAV BE NECES54RY.
3. PARNINGOFVEHIGLESONAFEASOFINSTALIATIONORMAINiENANLEWILLN0TBE7ERMITfE�INTHETRAVELE�WAY,EXCEPTWHEftE
THE PRESCRIBED SIGNING OR FIAGMEN, OR BOTH, ARE IN PIACE.
<. THESiORAGEOFMATERW.SONTNER0A0WAYWILLNOTBEPERMRiE�E%CEPTINE%iREMEINSTPNCESANOTHENONIVBY
PERMISSION FROM THE ONISION ENGINEER OR NIS PEPflESENTATIVE FN� WHERE PFOPER SIGNING IS IN PlACE.
5. ALLAREASDISNR9EDDUWNGGONSTRUGTIONORMAIMENPNGESWIILBERESTOREDTOTNESATISFACTIONOFTHEDNISIONENGINEER
OR HIS REPRESENTATNE.
6. IN iHE EVEM THE CONiRACTOR FAILS TO RESTORE ANY ROADWAY OPENING TO ME SA7ISFACTI�N OF iHE OMSION ENGINEER. AFfER
SIIPFIQEM NOTIFIG4TION BY THE ONISION ENGMEER, iHE NON�BEfTERMENi WST OF RESTORING OR kEPNRING SAME 9Y OOT FOFGES
WILL BE BORNE BV THE CONTR4CTOft.
]. TRAFFICCONTROLDEVICES
a. PNY AGENCY PERFORMMG CONSTF2UCTION ANO M1411NTENANCE WORB ON OR AWFCEM TOA STREET OR HIGHWAY ON THE SiFTE
HIGHWAY SYSTEM IS RESPONSIBLE FOR USING THE PFOPER TRAfFlL CONiROI DEVILES THE OF/IGES USFD FRE SUBJECT TO
APPROVN BY THE DNISION OF HIGHWAYS AND SHALL CONFORM TO R1E MUTCO ANO TO hiE NOPTH CPAOIJNA SUPPLEMEM TO THE
MOTC�.
b. Pll TRAFFIC CONTROI �EVICES INSTALLED ON i}IE STATE HIGHWAY SYSTEM SHALL BE IN CONFORMANCE WITH THE MUTCO ANO THE
NORTHCqROLI'MSUPPLEMENTTOTHEMUIG�,
8. THECROSSINGSSHOOLDBELOCATEOASNEARNORM4l.TOTHEHIGNWAYAIIGNMENTASPRACTICAL
• �MWING IS CURRENT ONLY THROUGM THE UTEST REVISED OATE' TO INSURE THERE IS NO RISK OF IN4PPftOPRIATE
�T BE �ESTROYEO IN ACCOR�PNCE WITH RECORDS 8 MFO. MANAGEMENT IRIMI POLICV 1001
'EG'°""` C411 piedmont
_NGINEeP
�Gp'E`� Natural Gas
iEC 6 STO
vqINCIPFL �OVTNGMIDIS%EDMOMNSNRALIN9COPP.
ENGMEEa CONP.OiFICEBID*REdA0.YTftUWqLVE
LINE 326 REPLACEMENT
GENERALNOTES
FORSYTH COUNTY, NC
WINSTON-54LEM RESOURCE CENTER. WWSTON�SN.EM, NC
90% SUBMITTAL
NOT FOR CONSTRUCTION
REF, owc�s�
SHEET(S) 2 OF45 DWGSCALE NONE
]WG�AiEO&012018 SUPERSEDEO _
DNPPoNGNVMBER REVI51(
PNG-G-326-0001001 A

NCDOT GENERAL NOTES (continued)
9. CON�InONSWHICHAREGENEAHLLYUNSUITABLEORUNDESIPABLEFORPIPELMECROSSINGS5H0ULOBEFV010E0.THE5EINCLUDE
LOCATIONS, SI1CH AS IN DEEP CUTSI NEAR FOOTINGS OF STRUCTURES: ACROSS INiERSECTIONS FT GRF�E OR aAMP TERMINALS; AT
CFOSS �RAINS WHEFE FIOW OF WqTER, ORIR, OR SiREAM BEOLOAD MAY BE 005iRUCTEO;, WITHIN BASINS OF AN UNDERPASS ORAINEO
BY A PUMP IP PIPELINE G4RftiES A LIOUIO OR llOUEFlEO G45: AN� M WET OR ROCKY TERFW N WHERE R WILL BE OIFFICULT TO ATTAIN
MINIMUM BURY.
10. ON LONGRU�INAI INSiPLIATi0N5. UiILRIES SHOULO BE LOCATED SO/S TO MINIMIZE INTEflFFAENCE WITH HIGHWAY ORAINAGE, THE
STRUCNRAL IN7EGRItt OF THE 7RAVELE� WAY. hND iHE SAFE OPEMTI0.Y OF THE HIGHN'AY. THEV SHOUL� BE LOCATED ON IINIFORM
FLIGNMEM PREFERABIY NEAR TNE RIGHT-0E-WAY LINE. LOFGITU�IN.4L INSTALLATIONS WILL NOT BE PERMITfED UN�ER THE PAVEMEM,
OR PAVE� SHOULDERS, FXCEPT WHERE AN EXTREIdE HAR�SHIP CASE E%ISiS.
u. VERTIG4LnNDNORIZONiAICtEARANCEBEIWEENAPIPELINEAN�lASTRJCTlIREOROTHERHI6FM1YAYORIRILRYFFCIl1tt5H00LDBE
SOFFICIEM TO PEFMIT MAINTENANCE OF TNE 0➢LITY FAGILITV AND T41E HIGHWFY FACILOY.
f2 WHEREPIPELMESAREMSiALLE01NTHERIGHT-0P-WnYAND4RENOTOFfEFRWSANTERIAL,ALOGITIN6TAPE5HV1BEM5TPLlED
WITH THE PIPELINE.
13. THEPIPESHPLL9EPROPERLYBE��EDASPROVI�E�HEftEIN.THEPIPESHALLBEWDTRIIETOLINEANDGPA0E0NABEDWHICHIS
UNIFORMLY FlRM THROUGHIXIT RS EMIFE LENGTH nN0 CAREFULLY SH4PED TO Fli THE OUISIOE OF TNE VIPE FOR FT LF1sST 10°: OF f75
OIRSi�E OIFMETEq. WHEftE ROCN IS ENCAUNTEftE�, THE iRENCH SH4LL BE UNDERCUT AT LfAST fi' AN� 9ACKFILLED WRH SUITABLE
MAIERIAi_ FREE OF ROCK.
/4, THEBACNFILLAROIIN�ANDUNDERPIPESOROTHERUTILITYINSTPIWTIONSONALLOPENLUTSECTIONSACROSSOPPAR4LLELTO
HIGNWAYS WRHIN CONSTRUCTION LIMRS SHALL BE M40E OF qPPROV'e� MHiERIP1 FREE FROM qOCKSIN 6' LOOSE IAYEFS, OR OTMER
nPPROVE� MEiH00.5. AND SHALL BE COMPACTED TOAT LEAST 95Ye OF STqN0AR00ENSltt AS OETERMMEO BY PASHTO MEfFi�� TA9.
WHEN COM11PACTIN6IN IAVERS, EACH LAYER MUST BE iHOROUGHLY TMiPED 8Y A MECHPNICAL TAMP BEPORE THE NEXT IAYER IS
PLACED. A PNEIIMATIC TAMP, A GhSOL1NE RAM TYPE TPMP, OR A VIBRATING TAMP WILL BE REOUIRE� TO MEET THE SPECIFICFTIONS OF A
'MELHHNICALTAMP'.
15. nLL EXCESS E%CAVATEO M4TERl4l SHALL BE PEMOVE� AN� �ISPOSE� OF OlJr51DE THE LIMRS OF THE RIGHT-0E-WqY IN SUCH F M4NNEft
FS NOT TO INTERFERE WITH THE DR41N4GE OF HIGHWAYS UNIESS OTHERWISE PEHMITTE� OR OIRECTE� BY THE ONISION EN6INEER OR
HIS REPftESENTNiNE.
Ifi. WMEREITISNEGESSARYTOOPEN-CIf�ACROSSLONCRETEPAVEMEMORCONCRETEB4$EPPVEMENT,CUTSSHOUL�BEMADEWITNP
CONCRETE S4W WHERE PAAC7ICAL A SECTION CP PqVEMEM OF MiNiMI1M LENGTH OF 10' SHALL BE REMOVE� AN� REPLACED WIiH NEYV
CONCPETE. WNERE THE EOGE OF iHE PAiCH OR SEC➢ON OF REMOVEO PRVEMENT IS LE55 THAtJ f 0' FROM THE TMNSVERSE EXPANSION
OR GONTRAGTION JOIrfI OR CRACN, THE ENi12E SECiION OF PAVEMENT SHALL BE REMOVFD I1P TO THE JOINT OR CPACK ANO REPUCED
WIiH NEW CONCPFfE. TNE NEW CONCRETE SHALL 9E �OWELE� INTO THE EXISTING CONCREfE 6Y ORILLiNG HOlE51NT0 THE EXISTING
CONCRETE AND MSTALLING DOWeLS. AI.L REPlACE� CONCflEiE 51ULL HAVE A OEPTH OP P GPE4iER ilWJ THE DEPRIOF THE OFIGINPL
SIABJMMEDIHtELv VN�ER THE REP�qCED CONCREfE THERE SHALL BE PIACEO A iHOROl1GMLY CAMPACiE� 3' L4YER OF SDIL iYPE
BASECOURSE.SAN�,SCftEENING,OROTHER GRANOLAft MAiERIAI.ALL REPL4Cm CONCflETE,DOWEL5.J01NT FlLLER.AND SUBGRAOE
REMFORCING MATERLAI SH4LL MEET THE SPEGFICATIONS OF THE �EPARTMENT, BOTH AS TO MATERIAL AN� PERPoRMANCE OF WORK
WHERE TNE E%ISTING PF4EMENT IS BA�LY CRACKEO OR HAS 6EEN PATCHED TO A StaTE WHERE F RESURFAGING WILL BE REOUIREO IN
THE IMME�IAiE FUipRE THE �IVISION ENGINEER MAY AUTHORIZE THE USE Of A BINMINOUS PATCN TO MEET R1E DEP0.RTMENPS
PATCHWGPROCEDURE
11. WHEREITISNECESSIRYTOOPENCUTACROSSROADSWITHSURFACESOTHERi1WNCONCRETE.THEPAVEMENTREPNRS4ALLBEAS
��RECTE� 8Y THE OEPARTMENT WITH NO LESS THAN A MINIMUM OF z OF SURFAGE COURSE AND ASPHALT flASE WORSE, ttP[ H6, TO
THE ORIGIR4L $UBG W�E OR A MINIMUM OF 6' OF M6, WHIGHEVER IS GkeATER. THE REPLACEMEN� SIIRFA�E ANpIOft 845E SHALL EXiENO
A MINIMUM OF 1' ON EACN SIOE Of TNE EXCAVATED OPENING. THE T1ICKNE55 OF THE REPIACEMENT MATERWL SHALL BE SUFFIGIENT TD
PROVIDE A&1SE AN� SURFAGE OF EOUIVALENT STR:NGTH TO THE UNUISTURBED BPSE AN� SUPFPCE ALL REPlACEO SIIRFAGIN6 SMALL
MEET THE SPEGFICATIONS OF THE OEPARTMENT 60TH AS TO MAiEkIAL 0.Np PERFORMANCE OF WORK
18. OPENINGS IN iHE SM�ULOERS, SIDE DITCHES AND CLR OP FILi SLOPES OP THE FOAO SHALL BE REPNRED TO THE 54i15FAC710N OF THE
�MSION ENGINEER.
19. WHEREVEPTHETMYELE�PORTIONOFTH=ROPDWAYISCUiNORMALTOTHEHIGHvVAVALIGNMENT.ONLVONEHALFOFiHER0A0
WIOTH SHALL BE OPENED AT ONE TIME IN ORDER TO MAINTNN TRAFFIC. BEFORE THE OTHER HPiF IS CUT, THE FIRST OPENING SHALL BE
MADE USABLE, SAFE. M'� MAINTNNEO FOR TRpFFl4 NO TRENCN MA➢E IN THE TPAVEL PORTION OF THE ROADWAY, ERNFR NORM4L OR
PAFALLEL SMALL 6'c LER OPEN OVERNIGHt E,CCEPT IN M! EMERGENCY ANO ONLY THEN WHEN ADEpUATE iRAFFIC CONWOL �EYICES.
WARNWG SIGNS. ANU LIGHTS ARE PROMWEMLY DISPIAYED TO PROTECT THE TftAVELING PUBLIC.
[0. WHERETHESHOOLOERISOPEN-0UTPARALLELTOPAVEMENT,A�EOUpTETW�FICCONTROLDEVICESANDWARNING5IGNSAAETOBE
PtACEO Ml�. IF NECESSARV, FIAGMEN ARE TO BE EMFLOYFD TO GONiROL TPAiFIC. IF TRENGHES PRE LEFf OPEN OVERNIGMA
SUFFIGENT NUMBER OF TRAFFIC GONTROL �EVICES, WARNING SIGNS, PN� UGHiS MUST BE PROMMENRY OISPlAYEO SO THAT THE
iFtqVELING PUBLIC WILL BEADEOUATELY PROTECiED.
21. THEFOLLOWINGREOUIREMENTSAREAPPLIGABLEWHEREPPN�LLERRENGHESAftEMADE:
a ECCAVATION MATERkL SHALL NOT BE STORED ON THE PAVEMENi IF R CAN BE REASONABI.Yl+ANDIE� OTHERWISE:IN CASES
NIHERE STOWNG OF E%CAVqTEO MAiEftIAL ON PAVEMEM IS ABSOLOTELY NECES54RY. S4ME SH4LL BE PEMOVED a50UICKLY AS
PRAGiICALANDTHE PAVEMENTSHHlLBE THOROUGHLY CIEANED.
�. E%CAVqTION IN THE IMME�IATE VICINIiY OF pRAIN4GE STPOCTlIRES SWll19E MA�E WITH SPECl4L G4RE 50 FS NOT TO OPMAGE OR
INTERFERE WIiH THE USE OF THE FXISiING DPNWaGE PACILITIES.
c ORNNAGEFACILITIESTHATAREINADVERTENTLY�AMAGE�MUSTBEFEPNREOIMMEDIAIELY.
d. THE BOTfOM OF THE E%CAVATION fORA PHRALLEL INSTFLLATION IN RURPI AREAS.OR ELSEWHEftE WHEN SPACE WILL PERMIT.
SHALL NOT BE NFARER THE E�GE OF THE PAVEMENT (MEASURE� IN A HOflIZONTAI PIANE) TNpN THE DEPTH OF THE EXCAVATIONS
SO THAT THE TH WRETICAL $IOPE FROM THE EWE Of THE PAVEMENi TO 1HE BOTTOM OF ME DRCH WILL BE NO STEEPER TIWN A
ONEdO-0NE SLOFE.ON PAVED SECTIONS UN�ER i<' IN WIOTH, CONSI�EFAiION SW9.L BE GIVEN FOR FUTURE WI�ENING AN� PAVING
OF SHOUILERS. THE TRENCH SHALL NOT BE CLOSER THAN 31 TO THE E�GE OF THE PFVEMENT EXCEPT IN SPEGNL CON�IilONS
APPROVEO BY 1'HE �IVISION ENGINEER.
e, PUW1lF10PEN TftENCH WSTRLLAilONS THAi �0 NOT REOlI1RE SHOPINGSHOUID BE 0.05ED PT THE ENo OF EACH WORKMV.
WHERE SHOPoNG IS REalI1RE0, THE TAENCH SHOULO BE PROPERLV SHIEIDEO WI1H TRAFFIC BABRIERS, SIGNS AN� 11GHi5, PNO
FLLOWEO ID REM41N OPEN VNTIL GOMPLEiE�.
f. BOREPRSA�JpCENTT00RWHICH/MYBEHALIRWUSTOTRAFFICSHOUlDNOTBELEFfOPENORUNSMiELDEDOVERNIGHT.
SHIELPING M CONFORMANCE WITH THE MANUAL ON UNIfORM TfL4FFIC CONTROlOEVICES SHA1L 9E NLLOWED IN THE CASE OF
WYGE PRS OR FJ(iENSIVE BORE AND JACk OPER4TION5. S.WyL BORES UN�ER TNO LANE ROAOWAVS SHOUID BE COMPLEfED IN
ONE CONTINl10U50PEMilON. PITS 51 BEYONO THE TOE OF FILlSLOPES FIJ� O11T510E iHE CLEAft RECOVERY AREP OR BEHINO
GUAR�RAIL NEEO NOT BE SHIE�OED.
ABBREVIATIONS
APPRO%.
CIL
CMP
COMM
CP
DI
DIA
DIP
E
EA
ELIELEV
Ea
FLC
FM
F�
H I HORIZ
HDD
IN/INV
JAB
L
LF
hL1X
MDPE
MIN
MH
N
NT.S.
O.C.
oC
o.o.
PCC
PIV
P I PIL
PSI
WC
R
RD
RNV I ROW
RCP
50
SS
SSD
STA
iWS
T.G.E.
TYP
UGE
UGi
VlVEftT
W
W.T.
X-ING
GENER4L RESTRICTIONS
APPRDXIMATE
CENTERIJNE
CORflUGATEO METAL PIPE
COMMl1NICAT10N5
CATHO�IG PROTECTION
DROPINLET
OINMEfER
DIICTILE IRON PIPE
EASTING
EACH
�evnnorv
EXISTING
FOREIGN LINE CROSSING
FORCE MAIN
FEET
HORIZONTPL
HORIZONTAL DIRECTIONAI �RILL
INVERT
JACK AND AUGER BORE
LENGTH
LINEAfifEEi
bVJUMUM
MEDIUM DENSIN POLYETHYLENE
MINIMOM
MANHOLE
NORTHING
NOT TO SCALE
ONCENTER
OPEN CUT
oursioE owM�n
PORTIAND CEMEM CONCftETE
POSi IN�ICATOR VALVE
PROPEfttt LINE
POUNDSPERSOVAREINCH
POLYVINYI CHLORIDE
Rnows
ROAD
W6HT-0E-WAV
REMFORCED CONGRETE PIPE
STORM �RAIN
SANITARV SEWER
$OLID STFTE OECOUPLER
STATION
TEMPORARV WORRSPACE
TEMPORARYCONSTRUGTIONEASEMENT
naic�,�
IINOERGROIIND ELECTRIC
UN�ERGROl1ND TELEPHONEtCOMMUNIGATIONS
VEftTIGAt
wioni
WqLLTHICKNESS
CROSSING
STAY IN ROWIEASEMENTS OR WIIHIN PREOETERMWE� WORI(SPACE AREJS.
ONLV USE DESIGNATEO POIMS OF ACCE55 AS I�EMIFlED BY PNG INSPECTOR(5J.
NO OIGGING. WORK, OR STORAGE WIiHW 25' OF POWER LINE OR EOUIPMENT
INCLUOING GUY WIRES, EXGEPTAT CROSSINGS Of POWER RIGHt OF WAV
DESIGNATEO ON PlANS.
ANY �Oi CFOSSING NOTIFlCA➢ON$ TO BE M4DE AS OIGiRTEO BY iHE PERMIT OR
STATE p0i GERMR.
CONTRACTOR IS RESPONSIBLE FOR NNOWING LOCAiION OF PLL ENVIftONMENTALLV
SENSITNE AFFA RESTRIGTIONS PERTNNING TO TNIS GROJECT.
LEGEND
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,a,„�,,,� =oor��Mm,s%��M�=���=o� PNGG326-0001008 A
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Oi HYDROSTATIC DEWATERING DETAILS
PLAN VIEW
SCALE: MS
2' r 1" WOODEN STPItE
Cm'J
2UYERSOF2'.2'x1'
SECURELY TIEO BALES OG
FUY OF StMW
INSIALL A UYER OG 'HIGH EFGICIENCY
B65 NR FlLiER MEOW� BEIWEEN flOWS
OF HAY OR STRAW 6�16
SECTION A-A
FROM THIS DwG
SCP1E: MS
"1� \i1 ' �y ".I L�
LHIIXEN WIRE fENCE SECURED TO
Y v 2' WO�DEN POSTS, WIRE TO
EXIEND BENEATH BAI.ES
20' DnERrOR PIPE
t4RGE P�PE�
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ancs
SECTION B-8
FROM rHis owc
SCALE: NTS
NOTES:
i. STRUCTURE SH/�LL BE PLACED ON A SUITABLE, WELL
VEGEfATED SITE SUCH THAT WATER WILL FLOW AWAY FROM
STRUCTURE AND ANY WORK AREAS.
2 FLOW RATES THROUGH DISCHARGE AND DNERTOR PIPES
SHALI BE SUCH THAT STftUCTURE WILL NOT OVERFLOW OR AT
A RATE NOT GREATER THAN SPECIFIED BY ANY AGENCY
PERMIT IF APPLICABLE.
3. WHERE CONDITIONS WARRANT, A 30� x 30� RECTANGULAR
STRUCTURE MAY BE SUBSTITUTED FOR THE CIRCUTAR
CONfIGURAT10N SHOWN.
4. �IMENSIONS SHOWN ARE THE MINIMl1M ACCEPTABLE VALUES
ANO MAY VAR`( DEPENDING ON SPECIFIC LOCATION.
TO eE 5- CONTRACTOR SNALL PROPERLV REMOVE AN� �ISPOSE OF
wiRE FENCE DEWATERING STRUCTURE IMME�IATELY UPON COMPLEfION OF
DEWATERING PROCEDURE. UN�ER NO CIRCUMSTANCES SHALL
USED DEWPTERING STRUCNftES BE LER IN PLACE FOR ANY
ruTURnL GFAOE �ERIOD OF TIME GREATEft THAN 48 HOURS AFTER TO
COMPLEf10N OF DEWATERING PROCEDURE.
NOTES:
STAHES SECURING 'HIGH EFFICIENCY AIR
FILTER MEDIA" AND CHICKEN WIRE FENCE
ARE NOT SHOWN FOR CLARIiY PURPOSES.
WELL VEGEfAtEO ME4 (SEE NOiE BJ
LGRP➢IEM
w�
FILTER BAG
PLAN VIEW
SCALE: NTS
�SE
HOSE
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ELEVATION VIEW
SCALE NTS
�se
5E
NOTES:
1. FlLTER BAGS SMALL BE MADE FROM NON—WOVEN CEO—TEXTILE MATERiAL WITH HIGH STRENCTM, DOUBLE STRCHED "J' ttPE
SEAMS. FILTER BAGS SHALL BE CAPABLE OF TRAPPING PARTICLES IARGER THEN 150 MICRONS.
2. A SUITABLE MEANS OF ACCESSING iHE PILTER BAG WITH MACHINERY REOUIRED FOR DISPOSAL SHALL BE PROVIDEO. FlLTER BAGS
SHALL BE REPLACED WHEN THEY BECOME $ FULL SPARE BAGS SHALL BE HEPT AVAILABLE FOR REPL4CEMENT OF THOSE THAT
HAVE FAILED OR FILLE� BEYOND 14 Fl1LL.
3. BACS SHALL BE LOCATED IN WELL—VEGEfATEO (GRASSY) AREA, AND �ISCHARGE ONTO STA9�E, EROSION RESISTANT ARFAS.
WHERE THIS IS NOT POSSIBLE, A GEO—TEXTILE FLOW PATH SHALL BE PROVIDED. BAGS SIIP11 NOT BE PLACED ON SLOPES GREATER
THAN 59..
4. THE PUMP �ISCHARGE HOSE SHALL BE INSERTED INTO THE &4G5 IN THE MANNER SPECIFlED BY THE MANUFACTURER ANO
SECURELY CLAMPED.
5. iNE Pl1MPING ftATE SHALL BE NO GRFAiER THAN 750 GPM OR 79 THE MAXIMUM SPEQFlED BY THE MANUFACTURER, WHICHEVER
IS LE55, OR IN ACCORDANCE WRH PERMIT REOIJIREMEMS. IF APPUCABLE. PUMP INTAKES SHOULD BE FLOATING AND SCREENEO.
6. FlLTER fiAGS WILL BE INSPECiEO FREOUENTLY. IF ANY PROBLEM IS �ETECTED, PUMPING SHALL CFASE IMMEDIATELY AND NOT
RESUME UNTIL THE PROBIEM IS CORRECTEO.
7. CONTRACTOR SHALL PROPERLY REMOVE AND PROPERLY DISPOSE OF USED FILTER BAGS IMMEDIATELY UPON COMPLEfION OF
DE—WATERING OPERATION IN ACCORDANCE WITH TNE CONTRACTORS APPROVED WASTE MANAGEMENT PLAN.
B. IF VEGETATNE AREA IS NOT AVAIL4BLE, INSTALL EROSION RESISTANT GEO—TEXTILE FABRIC TO A WELL—VEGEfATED AREA DOWN
GRA�IENT Of THE FILTER BAG. NOTE: IF THIS AREq IS OFF OF COMPANY EASEMEM/EiWS LIMITS, LAN�OWNER PERMISSION MAY BE
REQUIREO PRIOR TO OEWATERING ACTMTY.
PROPRIETARY 8 CONFIOENTW. ALL RIGHTS RESERVE�' DO NOT SLALE THIS �PAWING' USE OIMENSIONS ONLY
PIEOMONTS NATURAL GAS FNqLItt ORAWWGS ARE CON51�"eRED CONPI�ENTI0.L (OM4095�' �RAWING IS LORREM ONLY THROIIGH TNE IATEST REYISED DATE' TO INSIIRE THERE IS NO WSK Of INFPGROPRIATE
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FORSYTH COUNTY,NC
WINSiON�SALEM RESOURCE LENTER.WINSTONSFLEM,NC
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__�,..,�,.......,.. ... 0711&21118 %X%
9RACE SECURELY
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FENCE IS CUi
No�s:
1. COMMCTORSHALFUNNISHPIL
NECESSARY MATERIAL t0 RESTORE FENCE
TO ORIGiNFL CONDITqN.
2 PoST,WIREAN�OTHERMATERW.SNALL
BE SAME PS OR EQUIVALENT MATERWL TO
MATCH E%ISTING FENCE
3. BRACESPANTOBECONSiRVCTE�ON
EACH SIOE OF PIPE! INE PIGHf-0E-WAY,
PRIOR TO INITIAL �ISMANTLING OF FENGE.
G. ACNALOEPTHREOUIREOTOBESETTO
ACHIEVE A STABL SUPPORT POSi.
5. UNOERNOCIRCl1M5TANCESSHAllFENCE
POST 6E PLqCE� �IREGiIY OVER
COMPh4Y'SPIPELMES.CONSULTCOMPANY
AIRHORIZEp RFPNESENTATNEfOR
IOCATI0N5 OF fENCE PoSTAOJACEM TO
COMPqNY'S PIPELINE.
O3 TEMPORARY FENCE GATE INSTALLATION
N.T 5
MA%IMUM OF SIX POST TO BE PqINTE�
ON PIPELINE CROSSINGS
(AS NECE554RY TO ESTABLISH
ORIGINALPENCE POSTSPACING)
O REBUILT FENCE CROSSING
N.T.S.
OR SAME HEIGHf �
2�5 PS E%ISTING _
FENCE
POST HEIGHT ABOVE GRWND
IS TO M4TGH EXISTING PoST
s oa.
(MINIMUM)
TREATED POST
<' X a' NORQOkTqL
TREATEOTIMBEft
Bit4CE (iYP)
1.00 (SEENOTEO) I I �
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n.rs.
BMCING WIFE i0 BE 9 GA, M1tIN,
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WITH OpU9LE WRAP METHO�
TOP 6 BOTTOM EHCH �IFGONAL
WIRE i0 ALLOW TYVISTWG OF BRACE SPAN �EiFiL
STPAN�SFORTIGHiENING. (SEENOTE3)
THROUGH THE lATEST REVISED �ATE' TO INSURE iHERE IS NO RISK OF INAPPROPRWiE
�NCE WITH RECOftD581NF0. MANAGEMEM RIM� POLICY 1001
RE`�°�"` �O�I Piedmont LINE 326 REPLACEMENT
E�G��EER FENCE RESTORATION DETAILS
M°�'E°� Natural Gas
"`°�'° FORSYTH COUNTY, NC
GqINGIPAt �OPYqIGHi AIS%EDMOMIUNPALAAS COIiP.
Erv�iNEEq mar.omXep�m�eoWOMraowowve WWSTON�S4LEMRESOURCECENiER,WINSTON-SALEM,NC
90% SUBMITTAL
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SHEEf(5) 16 OF d5 �WG SCALE AS NOTED
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raaxrowurz saun� vaaurwn.
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u� coun
'HIS �MWMG USE OIMENSIONS ONIV
THROIIGN THE LATEST REYISED DATE' TO INSIIRE h1ERE IS NO RISK OF I W3PROPRIATE
�NCE WITN REWR0.5 8 MFO. MANAGEMENT IRIMI POLICY 1001
90% SUBMITTAL
NOT FOR CONSTRUCTION
REF.OWG�S)
R"�°"�` piedmont LINE 326 REPLACEMENT �""'" """' �.."'�"" "� �"'"
ervciuFea OW�DATE C9012018 SOPE95EDED _
"GR'E`" O,I Natural Gas TYP BUOYANCY CONTROL DETAILS o��„���MeEA a_��s�
'E`"sT° �oa.Po�Mm,,,,Eo��.�,n��,��o�. FORSYTH COUNTY, NC PNG-C-326-0001012 A
GRINCIPqL �OPP.OFFlCEiTlOPIE�MOMP�WL1tlVE
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CAN BE INSTALLEO
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8
TYPICAL AERIAL MARKER
NOTES:
1. ALL �IMENSIONS ARE IN INCHES.
2. THE "A" PRAME, MOUNTING PUTE18" x 14"
3. THENUMBERSSHOWNONTHE"A"FRAMEPLATESHALLBEEVENLY
CENTER ANO SPACED.
4. AERIAL MARNERS SHALL BE PtACED AT APPROXIMATELY ONE (1) MILE
INTERVALS ALONG THE PIPELINE, AS SHOWN ON THE ALIGNMENT
SHEETS.
5. THE AERIAL MARKERS ARE TO BE LOCATED WITHIN THE RIGHT-OF-WAY
HS CLOSE AS POSSIBLE TO THE CEN7ERLWE OF THE PIPELWE.
VIEWING AREA TO BE PERPENDICUUIR TO THE LINE OF THE DITCH.
6. THE POST SHALL BE BURIED THREE (3) FEET DEEPANO THE BACKFILL
TAMPED IN A WORNMANLIKE MANNER.
7
AERIAL PATROL
MARKER
CASING VENTS
PIE�MONPS NAIDRAI GAS PACILITY ORAWINGS FRE CONSIOEPE� CONFI�ENTWL (OM-0095J' �FAWING IS CURREM ONLY THROUGH TNE IATEST REYISEO DqTE' TO
DISCLOSER ALL PREVIOUS PAPER COPIES R iH15 ORAWING MlIST BE �ESTROvm w errnanaucc wrtu acmanc x iucn �neuer.oucu�
� '� °E"°"" piedmont
ENGINEEF
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O1/1S�P018 XXXi ENGMEER ��RFOfFlCE�IA%EOMONTRbNOM'E
PAINTED OR MANUFACTURED
FENCE POSTS
If�NPPROPRL4TE
LINE 326 REPLACEMENT
PIPELINE MARKER DETAILS
FORSYTH COUNTY, NC
WINSTONSAIEM RESOUftCE CEHIER, WINSTON�SALEM, NC
90% SUBMITTAL
NOT FOR CONSTRUCTION
aeF. owcis�
SHEET(5) 180F45 DWGSCALE ASNOTED
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nares:
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W1 BE FIiNEfl o W N 09 MRFME�.
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iYVEGiG1B2G �NECiIpNPEMPDEi0T1E590NLMIlCO.�'�UCTOPWILHASNIXIiSlUBCF
t�'SWEWMEiP1 ��WEIDTIE40*OTHEGqWNOP00.
iYPE Gi GONNECPON EXTENSION ARM RAZOR WIRE OETNL
UlE M13 SULE NI5
PROPRIEfARY 8 CONFIDENTIAL A1L RIGHTS RESERVE� • DO NOT SGALE iH15 DMWING' USE �IMENSIONS ONLY
PIE�MONPS NANRAL 6AS FACILIiY OR4WING5 ARE COVSIDERE� CONFl�ENTWL �OM-10957' �RAWING IS WRpEM ONLY iNft011GH THE tATEST REVISED 0.4TE' TO INSORE
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1� MSTnLATIONOFFENCEhlDRI0N5HALLBEP!UAIBANOTROETOLINE,CFWNLINKFABRICSHALI
BE iFllT ANU PROPEFLY SECURE�. CORNER BRACES ANO DWGONFL BRACES S W+LL BE PROPEPLY
PLACE� TO PftEVENT SAGGING. iHE COMPLEfE MSTALLATION SHPLL BE INSTALLE� BY SRILLE�
PN� EXPERIENCEO FENCE ERECTORS, IN A WORKNNNLIXE M4NNER. IN ACCOROANCE WIiH G000
CANSTRUGTION PMCTICE ANO IN ACCOROPNCE WIiH ALL LOGN. APFL�G46LE LODES.
z� MATEftNLSHALLBE HOL�IPGPLVANQE�FENCECHAINLINKPHBRIC-THECWIM LINKFABRIC
SH4LL BE IN ACCOR�ANCE WITH HSiM A-392 $PECIFICAilONS AN� SHFLL BE NOT OIPPEO
GALVANIZED AFTER WEAVING. H4VING A COAIING WEIGlR OF 20UNCES OF LNC PER S�OaRE
FOOT,MINIMUM,OFUNCOATE�WIRESURFPCE�CLASStI). FPBRICSHALIBE N0.9GAUGEWIFE
WOVEN IN n 2-INCM CNnM ONK �IHMON� MESN. THE Fh6RIC SHALL BE F0.5TENE0 TO iHE LINE
POST BY MFANS OF N0.6 GAl1GE AW MINIIM WIRE CLIPS SPACEO 121NCHE5 ON GENTER. IT SHALL
BE ATTACHED i0 TOF RAIL WITH N0. 9 WUGE ALUMINUM TIE WIRES SPACE� 24 MCMES ON
CEMER. FABFIC SH4LL BE ATiACHE� TO TERMINNL P0.5i 8Y h1E4N5 OF A ti4' X Y4' TENSION BAR
WITH HEAW GAUGE PRESSEp SiEEI BANO OR CIIPS SPACEO APPROXIMATELY 141NCHE5 ON
CENiER.
3) BAR9E�WIRESHAllBE0F4P01NiPATTERN,COMPOSEDOFiWOSTRpND50FN0,11-0IYGApGE
GALVANRED WIFE WIRi IARGE BPR85 SPACED APPRO%IMATELY 4 TO 5 MCMES ON CENTER. PAZOR
WIRE SHALL BE OSEO WHEN LOCPL OR�INANCE REOIIIRES OR AT PROJEGT MANAGERS REOUEST.
0) BOITOMIENSIONWIFE-NO.IGFUGEG4LVANIZEOCAILSPRINGTENSIONWIREWIiHCL0.SSl
GDATING. WIRE i00E FhSTENE� TO CWJN LINK FNBRIC WRH N0. f 1 GqUGE HOG RINGS ON IB
IhCN CENTERS.
Sj POSTAN�OiHERAPPURTEN4NCE5-ALLPOSTPNOOTHEPAPPIIPTENANCESSHALL9E HOT-0IP
GALVFNIZE� WITH N MINIMUM ZWC CQ411NG OF 2.0 OUNGES PEft SOOHRE FOOT OF SIIRFACE
(CIASSIICOAiiNGASTMH-392).
fi� LINEPOSiSHALIBEYdId"H'COLUMNWEIGHINGA.ILBS.PERFOOT, MINIMOMCARBONCANiENT
35%, MINIMIIM TENSILE STqENGTH ]5,000 PSI OR 7�18' 0.0. SCHEDULE a0 %GE OF SIIFFICIENT
LENGTH TO ALLOW POR INSTALLATqN TO A DEGiH OP 3'-0' BELOW GRWND LEVEL. THE POSTS
SMFLL BE SPFCE� IN TME LINE OF FENCE. NO FURtHEft.
i) TERMiNALP0.5TAN0ALLENO,GORNERAN�PULLPO5T55HALLBE4-117X2-17X.1815'W.T.
SOl1ARE iUBING OR 2-110' 0 0. SCHE�ULE 40 PIPE.
81 GATE PoST SH4LL BE OF THE PoLLOWING SIZE fOR SINCLE SYVING GATES OR ONE LEAF OF
DOUBLE GATE
POST SIZE NOM.'M.
UPTO6'WI�E 141P'SO.OR SAMEASTERMIWIIPOST
2-]IB' 0 0,
OVER6T01P 4'O.D. 9.11L&Ff
9� EACH Po5T SHALL BE OF SUFFlCIEUT LENGTN TO ALLOW FOR INSTALLATION TOA �EPRI OF 3'-0'
BELOW^uROUNDLEVEL.
10) LINEPOSTFNDiEPMINPLPOSTANGNOfWG"cSNALLBEALLPOSTSHALLBESEfINCYLINDRICPI
GONGREiE FOUNDATIONS WITH TOP Of FIMSH GONCReTE SURFAGE 3 MGHES ABOVE FINISH
GRA�E E%CHVATION SHALL BE 3'b" DEEP AN� NOT LESS THAN TEN INCHES (10'� IN OIFMETER FOR
ALL LINE POSTS. AND NOi LESS iHAN 3.5 TIMES THE �NMETEft FOR TERMIWL AN� GATc POST.
CONCRETESHALLMEE(AC4378 SPECIFlCATIONFOft3WOP51-PBDAYSTRENGTHCONCRETE.
11) FENCESH4LLH4VEAGONTINUOUSTOPRAILFORRSFOLLLENGiHOFSTAN�ARD6ALVANIffD
PIPE,1�96' 0.�.. THE TOP Pqll SHPLL PA55 THROl1GH OPENINGS PROVIOED FOR TH4T PURPoSE IN
THE POST TOP$ AN� FAGH LENGTH $HALL BE COUPLFD WITM A SIFEVE COUPIJNG, WITH
E%PANSION COUPLING EVERV FIfTH JOLUT.
tP) TIiU558RACE55H41�BE5TANDAItOGALVPNRE�IS�B'O.O.PIPEY.]1lBlFT.,WfRIFYO'O.D.
TRIlSS ROD AND iURNBUCKLE ATfACHMEM SH4LL BE INSTALLF➢ BEfY/EEN EACH END OR GAiE
POST PN� TME F�JHCENT LINE POST. TWO TRUSS 9RACE5 SMAIL BE FIIIiNISHED ON CORNER OR
PULL GOSTS.
13) FfiTINGSU5E01NTHECOMPLEfEFENCEh55EM8LY5HALLBEOFMPLLEABLE,GSTiRONOR
PRESSE� STEEI AND SHALL BE HOT-OIP GPLVANIZEO At fER FABRICATION.
1C) IXTENSIONARMLINEPOSTSHHLLBEWUIPPE�WIiNE%TENSIONARMSTOWRMSTANDAMINIMUM
PULL-0OWN WEIGHT OF d50 LBS FROM END OF ARM. AfiMS i0 BE DESIGNED i0 EXTENO ATA45
�EGREE ANGLE WITH LOCI(ING OEVIC"e TO SECURELY FASTEN THREE SiRAND50F BARBED WIRE
EOUALIY SPACE� WITH THE TOP STPqNO LOCATE� 121NCHE5 �12'� ABOVE FABRIG AN� 121NCHES
Q2') W i FFOM THE FENCE LME.
15) P0.5TTOVSAN�ALLEND,CARNER,PULLM'DGATEPOSTSHALLBEEQUIPPEDWRHTOPS.
IDBOLhR POSi TOPS TO BE SOOESIGNEO AS TO EXCLUOE MOISTURE F0.0M THE POST. ALL LWE
POST TOPS �ESIGNEO TO HOLO THE TOP NJL AND THE EXTENSION ARM FOR TMREE SiPA4�5 OF
BARBEDWIRE.
16) GATEFRAWESSNALLBEM4DEOF2'%4'%.i10'WT.S011ARESTEE�TU6INGOR1.91NCH00.
SCHE�ULE G0, P.1Y LBJFT. STANOARD WEIGHT PIPE. HOT-OIP G4lVq4RE4 FR4MES TO BE JOMEO
AT GORNEftS TO FORM A RIGIO PANEL qN� SH4LL BE FlLLED WITH GHAIN LINK PA9RIC OF SAME
GAUGEASUSEOONTHEFENCE FnBRICSFwL! BEFASiENEDINTHEFPAMEONFliF0UR51�ES
6Y MEANS OF TENSION B4H5 AN� CLIPS. THREE STRAN�S Of BARBE� WIRE SNALL BE FASiENcO
TO THE E%TENDED PRAMES OF G4TE. EqCH FPAME TO BE EOUIPGE� WITH 3'B' DIAMEfER
A�JUSTRBLE TRUSS RO�, HINGES. POSRNE TYPE IATCNING DEVICE WRH PRW ISIONS POP
PA�LOCRING, A1L DRNE G4TE5 TO BE PROVI�E� WRH CENTER P WNGER RW. CATCH AN�
SEMMUiOMATIC OUTER CATCHES TO SECURE GN�fS IN OPEN POSRION.
17) FENCESECTION
COMPANY ttPE � AA
FPBRIC HEIGHT-96"
TOTAL FENCE HEIGHT-10'-0'
NOiE: COMPANY TO SPECIF1' THE PoLLOWING
GOMPANY ttPE
PIAN OF NftEA TO BE FENCm
LOCATION Oi INSTALIATION OR ANY SPECLiL
COMBINATION IN CONTRACTK7TH FENCING CON7RACTOR
90°/a SUBMITTAL
NOT FOR CONSTRUCTION
REF. DWG(5)
LINE 326 REPLACEMENT
ICAL FENCE SECTION AND DETAI
FORSYTH COUNTY,NC
WINSTON-S4LEM RESOURGE CENIEft. WINSTONSALEM. NC
SHEEf(5) 19 OF 45 DWG SCAIE N.T.S
orvcon�ovovzoie suaeaseoeo _
OMNINGNVM6FR REN51�
PNG-G-000-0001031 A
U{$GGIIxE�WIH$fIXFy1EMqE5WPLELENIFAILMEl16

EROSION, SEDIMENTATION CONTROI, AND POLLUTION PREVENTION PUW NOTES:
EROSION CONTROL MEASURES:
THE PIIRPOSE OF THE PROPOSEO SEDIMENT CONTROL PROGRPM IS TO PREVENT SEDIMEM F0.0M
LEAVING hiE SRE. TiE NFTURE OF THE PROGRAM WILL 6E T0 CAPTURE SEOa1ENT DISTIIRBE� BY
CONSiRUCTiON ACTNRIES. THE USE Of SILT FENCES. CHECK �AM1IS. RIP0.qP OU1LEf
PROTECiION, CONSiHUCTION ROAD STFBILIZ4ii0N, TIMBER M4TiING.SURFACE ROIIGHENING,
AN� CONSTqUCTION FJ(ITS ARE INTEN�E� TO TEMPOPMILY TRaP SE�IMENTS DUFING
CONSiRUCTION. FINN. STABILIZATION USING PEIiAfANENi VEGETATION ANO DIVERSION BEPMS
WITHIN iHE EASEMENTS IS INTENDE� i0 PREVENT EROSION AFTER CONSTRUCTION IS
COMPLETED. CUTS AN� FILLS WfTHIN STREAM BUFFERS OF WERAN�S SHALL BE SiA9ILViD WRH
APPROPRl4TE EROSION CONiROI MATTM� OR BLANKETS NJ� ACCOROWG TO NC DEO
REOUIREMENTS. THESE AREAS PRE CONSI�EREO CRITIGI: AREAS FOft EROSION CONTROL
CONTRACTOR SNALL INSTALL AN� MAINTAM EROSION CONiROL MEFSURES AS DESCWBE� ON THE
PROJECT PVJiS FN� DETFILS DUWNG CONSiiUCTION M!0 SUftFACE RESTOMTION UNTIL SUCH
MEASURES ARE NOT NECESSARY. WHERE PDDITIONpL MEASURES ARE NECESSAAY. THE
CONTFACTOR SHALL WSTPIL PND MAIMAM THE APPROPRIAtE MEASURE$ ACCOROMG TO THE
REGIDNAL OFflCE Oi THE MVISION OF WqTER OUAIITV HAVMG 111RI5�ICTION fURTHERMORE.
FNY EXISTING EROSION CONiROL MFASURES PL4CE0 BY OTHERS ANEA� OF CONSTRUCTION
SNALL BE MAINTAINED DURIN6 TME MSTAILATION OF THE PIPEIJNE.
iEMPOMRY SEEOING
BROWNiOP MILLEf (OR E�UIVALENT SPECIES)RGPIJED AT 90 LBSIAC ON GENRE SLOPES
UTILIZE 500 LBS+AG OF 10.10.1G FERTILIffft OR EOUNALEM
❑TILIZE 3,000 lB9AC OF LIME IF SOIL iEST IhDIGTES SOIL PH eEIOW S.0
PERMANENTSEEDING
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PIEDMONPS NATUFAL GAS FACILItt �FtAWINGS ARE CONSIDERED CONFIDEMIAL
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ALL 1AN00WNERS SHAl1 BE NOTIFlEO PRIOR TO CQNMENCING CqYSTRUCTION ACiNITIES.
NO IAND OISTURBING ACiNRIES SHALL COMMENCE IINTIL Pll RE�UIRED PERAiIT
AUTHORILITIONS HnVE BEEN 6aFNTEO.
iEMPORARY PtACEAIEM OF ECCqVATED OR FILL MATERIAL INTO WERAN0.5AND WRTEflS OF THE
UNIiED STATES WILL BE FOR THE FBSOWTE MINIMUM PERIO� OF iIME NECESSFRY i0
ACCOMPLISH iHE W�RK. TEMPOFARY OISCHAR6E5 WILL BE FULLY CONTAMEU WIiH
NPPROPRIHiE EROSION CONRIOL OR COMFINMENT METHO�S Oft OiHERW15E SUCH FlLLS WILL
CONSIST OF NON-ERODIBLE MAiERIN15.
TEMPoRAftILY EXCAVATEO WEftAND TOPSOILS SNALL 9E FESERVED ON SITE AN� REPLACED AS
SOON A515 PFqCTIG4BlE. THE MI%ING OF TOPSOIL AND SUBSOILS WI i HIN iHE WETLANDS AI.ONG
U111fi1' CORRIDORS SHALL 6E MINIMIZED TO THE GREATEST EXTEM PRAGTIGqL. Ol1RING
EXCAVATION. THE SOILS SHqLL BE PLACED ON FFBRIC TO MINIMIZE IMGHLTS WHENEVER POSSIBLE
TOPSOIL ECCAVATED FftOM UTILItt TRENCHES WILL BE PILE� SEPARATELY PROM SI18501L5 AND
WILL BE BACI(PILLED IMO THE TRENCH ONLY AFTER THE SU8501LS FWVE BEEN PIACm PND
CAMPHCTED. P1L EXGVATFD SOILS SW1LL REMAIN IN UPLAND A(1EAS WITH APPROPRWTE BMP'S
50 PS NOT TO CAOSE H SE�IMENT �ISCH4RGE IN WETlPNDS AND STREAMS.
CLEPRE� WETLAIJUS REOUIRE SPEC W.IZEO REVEGETATION WITH NA7IVE SPECIES. TEMPOMRY
STABILIZATION fAN BE ACHIEVEO WIiH STPAW MULCH ONLY AND PERM4NEM STP.BILVATION
ftE�UIRES SEE�ING WITH A NFTNE WERAND SEED MIX. NON�NATNE PEIiENN1AL55lICH AS
FESCUE PRE pROHIBRE�.
ALONG UTILIiY CORRIOORS WITHIN WETUINDS, GRUB STUMPS ONLY AS NEEDED TO INSTPIL THE
UTILI'rv AND QJ� PEMFINING SNMPS OPF qT GRNOE LEVEL. THE GENEFAL STRIPPING OP TOPSOII
WRHIN WERANOS ALONG THE lliRfiY CORRIDOR IS NOT PERMfREO.
A ONE-TIME APPLIG.TION OF FERTILIZER TO PEESTABLISH VEGEfATiON IS ALLOWE� IN DISTURBFD
AREAS.INC W�ING RIPFRWN BUFFERS, BUT IS RESTRICTED TO NO CLOSER TWW 10 FEET fROM
THE TOP OF d4NK OF STREAMS. ANY APPIICATION MUS i COMPLY WITM ALL OTHER FE�ERP1,
STATE ANO LOCAL REGIIlATI0N5.
iHE USE OF RIP-fLOP OR ANY OIHER ENGINEERE� STRUCNRES TO STABILIZF A STREAM BED
SHOUL� BE FVOI�E� TO TNE MP%IMUM FXTENT PRACTICA6LE. IF RIP RAP STABILIZATION IS
NEE�EO, IT $HOOlO BE PLACE� ONLY ON THE SiREAMBrWNS, OR, IF IT IS NECESS4RY TO BE
PLALEO IN THE STFEAM BED, THE PINISHE� TOP ELEVAiION OF THE RIPRAP SHOIIL� NOT E%CEEO
THE ELEVA➢ON OF THE ORIGINAL STREAMBED. A1L RIP�RSP SWJ.L BE BURIE� PNOIOR'NEYED IN'
SUCH TH4T THE ORIGINAL STRFAM ELEVA➢ON FNO STRFAMBANK GONTOURSARE RESTqiE� AN�
M4INTFME�. PLACF1dENT OF Rlo_qpp OR OTHEAAPGROVE� MATEPW.S SHALL NOT RESOLT IN
OESTqBIL17ATI0N OF RiE STR'cAM BE� OR BANKS UPSiREAM OR DOWNSTREAM OF THE ARFA
WNEN DIRECTIONPI BORING OR NORI20NTAL �IRECTIONAL ORILLING UNDER SiAElJAS AND
WETLAN0.5, INSPECTORS SHALL CLOSELY MONITOR FOR HYDRAl1LIC FRACNWNG. ANY OISCH4RGE
FROM HVOPAOLIC FqACIDRING �NTD STREAMS OR WETLAN�S SNlLLL 9E REPORTED TO THE U.S.
ARMY CORPS OF ENGWEERS REGUTATORY FlELD OFFlCE WITHIN a8 MOURS.
THE CONSTRUCTION CORRI W R �INGLMING ACCESS ROA�S. SEOIMENi AN� EROSION CONTROI
MEASURES PN� STOCKPILING OF MATERIALS) IS IIMRE� TO AO FEET IN WIOTH IN WETIANDS FND
ACRO55 SiIiEAM CHPNNELS ANO MUST BE MINIMIZEO TD THE hWUMUM EXiENi PFACTICABLE.
PERMI•NENT, M4IMAINED ACCE55 CORRIDORS 5lNLL BE RESTRICTED TO THE MINIMUM WI�]iH
PRACTIGABLE MlD SHALL NOT E%CEE� 15 FEEi IN WIDTH EkCEPi FT MpNMOLE LOCATIONS. P
1&FOOi BV 1SFOOT PERPEN�ICULAR VEHIGLE NftNFftOUN� MUST 9E SPACED AT LEAST 500 FEET
ry524 MEfERS)FPARi.
AN AMI-SEEP COLLNR SHALL BE PIACE� AT THE WWNSTREAlA �UTILITY LME GFAOIENT) WERAN�
BOUNDARV ANO EVERY 150 FEET (E5.] MEfERS� UP THE GftA�IENT UNTIL THE UTILITY EYfIS THE
;ALE THIS �PAWING' USE OIMENSIIXJS ONLY
ONLY THROUGH THE iATEST REVISEO DAiE' TO INSUflE THERE IS NO RISK OF INAPPROPRWTE
PEGIONK
Eueweca
MGR iECM
PEC 6 Si�
vRinnrni
ENGMEER
Piedmont
Natural Gas
WETlhNO FOR BURIEO UTILRY LINES. ANTISEEP COLLAftS MAY 6E GONSiRUCiED WRH ClASS B
CONCRETE. COMPpCTED C WY, PVC PIPE, OR METq. WLLARS. WETLWD CROSSINGS THAT ARE
OIRECTIONPILY �RILLED, RND PERPEN�ICt11AR WETIAN� CROSSINGS TFNTARE OPEN CL1T MID
LESS THAN t W FEE( �0.5.7 METERSj LONG DO NOT REOUIRE AMISEEP COLWiS. THE COMPACTEO
CUY SHA1L HAVE A SPECIFIC WFlLTRqT�ON OF t X 10.5 CMISEC OR LE55.
ALL PEWMEfER �IKES, SWALES. �ITCNES, 7ERIMETER SLOPES ANO ALL SLOPES STEEPER THAN 3:1
SH4LL BE PR�VI�E� TEMPORARV OR PFAMANEM STABILIZAiION WITH GftOUND COVERAS SOON
AS PRqCTICABLE BUT IN ANY EVENT WRHIN 7 GLLEk�AR pAYS FROM THE WST LAND-0ISTUFBING
ACTIVIiY. qLL SIOPES 50 FEET IN LENGTH OR GREATER SNALL APPLV GROUN� WYER WIiHIN ]
OAYS EXGEPT WHEN SLOPE IS FLATTER THFN 4'.1. SLOFE510 FEEi OR LE55 W LENGTH SH4LL 9E
EXEMPi fROM THE 7-0AY GROUND COVER ftEWIREMENi FJ(CEPi WHEN i HE SLPPE IS STEEPER
THAN I]. ALL OTMER OISTURBEO AfiEqS SHALL BE PROVIOE� TEMPOPPRY OR PERMM'EM
STABILIZATION WRH GROUND CAVER AS SOON AS PRNCIICN6LE BUi IN pNY EVENT WfiHIN 14
fNEN�PR DAYS:ftOM THE VST UND �ISNRBMG ACTIVITY.
DURING TRENCHING qCTNITIES ANO PIPELME INSTALIATION. SIOECFST SOILS WILL 9E
TEMPOFARILY STORED TO THE SI�E OF THE TRENCH UNiIL THE SOIL IS BACKFILLE�. ALL
STOCKFLEO AND SIDECPST SOIlS WILL BE PROPERLY STNBILIZED WITH TEMPORARY MEASURES
AS REOUIRED BY GENERAL PERMR NCG01 WOO. SOIL GIACEMENT WIIL BE REfURNEO TO
PRELONSTRUCTION CONDIiIONS AS SOON A515 PRACTICPHIE.
LINE 326 REPLACEMENT
ENVIRONMENTAL NOTES 1
FORSYTH COUNTY, NC
WINSTON-SALEM RESOURCE CENTEft. WINSTONSAIEM, NC
90% SUBMITTAL
NOT FOR CONSTRUCTION
REF. DW6�5)
�ATE 03'Otf2018 ISUPERSEDE�
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REGIONAI
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{ FOR WNTINUATION SEE SHEET PNGC326-0001017
FOR ADDITIONAL DETAILS REGARDING SF-i AND SF-2.
UTILIZE SEDIMENT fENCE MAINTENANCE STANDAROS AND
SPECIFICATIONS FOR SF-1 AND SF-2
LINE 326 REPLACEMENT
ENVIRONMENTAL NOTES 2
FORSYTH COUNTY, NC
WINSTONSALEMRESOURCECENIER,WINSTONSALEM,NG
90% SUBMITTAL
NOT FOR CONSTRUCTION
REf. DWG(S)
SHEET(S) 21 OF 95 OWG SCPlE AS NOTED
)WG�ATE OY0112018 SUPERSEDE�
CFN'MNGNVMBER PEVI51�
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NOTES
� B' M4X. WITH WIflE -----��y
I (8' MN%. WITXWT WIPE) �
I I
YIDOLE AN� VEPTICAI WIflES
� SHALL BE 12Lp d1U3E MtN.
WIRE � '
FILTffATION GEOTE%TIIE
USE WIflE A MINIYUA OF 32"
IN WIOTN RND WITN A YINIMUY
OF 6 LINE WIPES N3TH 12" ST�Y
SPFCING.
❑9E FILTMTION GEOTE%TILE
A YININUM OF 36" IN WIDTH RNp
FqSTEN ADEWATELY TO TNE MIRE
AS OIPECTED.
VPOVIDE 5'-0"' SiEEL P0.4T OF
THE SELF�FASTENEN ANGLE STEEL
TVPE.
FOR YECHANICRL $LICING YETHW
INSTALL4IION, GEOTE%TILE SHRLL
BE R W%IYUM Of 19" ABOVE GROONO
SURFaCE.
p..ni,. m..enm� .ne sMrUirn�m �
TEMVORARY GRAVEL CONSTRUCTION ENiNANCE'E%IT
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LINE 326 REPLACEMENT
ENVIRONMENTAL NOTES 3
FORSYTH COUNTY,NC
WMSTONSBLEMRESOURCECENiER,WINSTONSALEM.NC
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OPPKINGNUMBER REVI51�
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PIEDMONi'S NATURAL G0.S FqQLITY DRAWINGS AFE COfiSI0ERE0 WNFI�ENTIAL �OM4095)' DRAWMG IS CURREM ONLY THROUGH THE lATEST REVISED OATE' TO MSIIRE THEqE IS NO PISN OF INAPPROPRWTE
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LINE 326 REPLACEMENT
ENVIRONMENTAL NOTES 4
FORSYTH COUNTY, NC
WINSTONSPLEMRESOURCECENTER,WINSTONSALEM,NG
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wa4e�ircl vryn�Ian.�IWvpeMmtlbEnuMau�iM1�mtluattl�m,
mE A�+am bIF N�n M1vm ominB�nvm nw iAe Jw. .W Ywo io
0munmdeGmmnlm�inGtignheldamdawwirn
PIEDMONPS NATIIRPl GAS FACILITY
o �r��.����,,M����,�,.�M,rt�«�,h.�o��
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w�.�. u'i.,.�:.uir. orM�.�.� wa �im e> �w.. �m aei"�.��..i�„nwma
4wR� � �n.,.,a�wi..i �.enm. r.x ��.���r�n���c ���id �.,
4.bpIW Euvn iFe�min, e�en J IL Oo w n�ruh �N M�M �ppl}ler
u�p4�.
tln�ni inCr. a niM1in rs�nr4aenJofNen rci. UroluA�Fc
,. ui Irt .��rn�nFiyun'rv.I�u.amlWUPkc� .
n cnennals. mu out snps o� mniny paranai m mz
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/ � _.
s '�'�r
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I .-�¢h Irenc�
12nrJ� . `
ovariap � e^,�sn,psoyancnom
.�au�u.,i..�>. w•emunl..sfaeaunva W nraaFl �overlaPp�ng.
Mainlenance m,rcnmi���w�n�:�..��,.�viy,,mu�,,.�m��.wmRkn.,m�,o„�n
did« nGilurc. Wlamnmimis�ibmnN.o�qlyuJJniiwlmWCM1.If
.uJ�nn���omamryiriM1c+luPP�'h'.mae�mJ2imm11muI�A ('annvue
im�'uom nnul �ay. an�m e OnMy nuN�eM1.
;ONFIOENTW. ALL RIGHiS RESERVED' DO NOT SG4lE THIS �RAWING't1SE DIMENSIONS ONIY
CONFI�ENTIAL �OM-tU95�' DRAWING IS CURREM ONLY THROUGH THE LATESi FEVISED �ATE • TO INSURE TMERE IS NO RISK OF IN�PPROPRIAIE
kEGIJNAI
ENGINEEf1
MGR 1ECM
PEL 6 Si0
FRINCIPAL
FNG1NEEa
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so-�.
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In.1qqlM. NdNuaelnM�whM.
1�3meu Greenwary:elwutl
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olelrqb�ubyem. uzMwlNaryenl[muk�.
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ucM wA� aqMic mulU.
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i
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anv..+B`�caeouna reclwm�muismeeesoneueie
uomne..nu�e�,�m,c rebcrxsasqavi000wn.
e�anl
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'Ufe albeEe remn Ewn ml MdY mEonEmant of p�[dW
e.�u
Piedmont LINE 326 REPLACEMENT
Natural Gas ENVIRONMENTAL NOTES 5
AEOMo�.�A.��«�oaP. FORSYTH COUNTY, NC
'.armneornoxtnawaave WINStON-SALEMRESOUftCEGENTER,WINSTONSALEM,NC
JLLOTTE NC W)0
90% SUBMITTAL
NOT FOR CONSTRUCTION
REF.OWG�S�
�wconre avoinoie suaEasEoeo
I]MNINGNVMBER REVI51
PNG-C-326-0001019 A

Runi.vSi.nAeW� end,Cprrplcurlom
8.86
�` -. .
DBflOIGOfI �anmMie�wvM�.�L�md uu�uFuluraJ'rn�wnwlaMunm�wuk.
mnuR Jeviav Npimlk u�N Ibr m'nm.v� � val nf �nlimnn nnl vtluMe
poll�nan a iwii �u Gh.�aplw� us ervl Mw1.vm�LyJ�xerMnil. un mJ umimJ
�iuiun. fomMni ue4� mp nn4mom arvl mher pollwenu in
null x,vur m' ii ry.crer �MwyM1 iM1<nwW� ol �Lo.rck md bY ollo.in6 we�er w
kmM�+�ily �nuW hhind �M1a .iw�k, dlming @pusition of cucpcWN salidr.
C�m�m wak. nm alra u J i�� Mm�v rvmfi Onw volai�in an slapd rurlx�s.
co�mo.i r�,u��. ,..�m�xi� m. m�, +rnin�ou� .n��in �e � �n.,m.m.
pM1paal nn� biulugical prupenia.pm?icJ fur IRanko 6.IX. (Lmp�.n BIw�4�•.
Design Criteria i�n.� ,..i�m.,n ��n wnm.n am,Mi m�.0 �w�.+m,��� �, ,�„mr�+�� ,«k
vllnws Eryoai�ion nf senling v�lid�. PmJing w wM1cn x xr IWwinµ io �M1c
suh � vmuleu� le�� r iM1w �M M1�dmulia �ow NrvuyL•r uf p¢ m�k.
I>9iaaly. iial Lydnula Onx'iM1rvu� m¢f fin e cumpm�yc4 ve Slle�
�nln IM1w� pnNcxiilv fabnc Rill f<nM. Ilon<rvr, irmlxllulimi anJ mvinl¢mu¢e
i,a �.p�laliy impuMnl fw pmp fwce�n wd prfrmwm<. pesipn
,�a� �,nowe x e�•m �,� im u�o� �r m. r�in� �,i o� �r
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The Jcylh U(wwRrymMl nLuve IM1e <unryuYl ru:1 fA.uIJ mN (u'aN IM1e M1eiyhl
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stt1 Jwu�d be wwun.d. o�h.e srdiircm�ca��ml Jc.ica maY be uied, rc
innyemem prsuao io mdu`e rvnol( iluwlJ M1c iwvlld. Aikmvi�cl}. •
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ny mmryo� �.v'1. unJixwrh�l Hnl wdl mWa iM1e�ry�¢mial L+r
wdcnni �in! M1y ���emruml runuROuxn.
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Tlm <ninpm� eoc4 �M1oulA It plo[ 1 a u 111 fid ininnnwnliaaMe mny (mm 1M1e
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unU m ullou fur n Winrcnl aunge n4^'+�i�Y �binJ II¢ dcdae. On Oul
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el �Ac H�4 mw� be c �u��N piiniinN u�nlu�w� w iM1e e d. m w a M1ipM1er
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STGYES
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wl 01"^. Nu vlJivawl wil vn�W�nu �v f<nflien ert rtyuircJ fur
vek[Iatio�plfbli9lYM'n1inlF[�CjCLIk`dNn�pAsw:�
Sbpe Sp�tln¢ 6 Onlnqs wrtc
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.� wnrul� inirnviry mid eum�ion me0 rur �ifn� dcrilwrwn..IN+' nm��n..
�ain �r.R, ao����e �o m<wxu.
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unmmreur Jo.a mv Nnk i�rouyM1 u iM1e imemmian ol uK4a plrcN rnJao<ntl
Gv6 �rtl�inutl mpe�her br sl<eviny om� aw�\ enJ inm �he niM1er. The Jiemnv
of �k m�rasi eoa�k uuJ will rary EeMMiny urym iAe .n-crnes+ wM kny�M1 u!
IM flope; avnWle vL.pex ami nluM Icng�hs uscA niiM1 Jilimml diumna m�roa
vrdv nrc yrr.ni d� TnM1R n MF.
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.rr�rv��v r�. n��. �anR�m� �piw�m�un. c��mn�� mamri.,i .�u n� �,�.u,..i
iM1muEM1 pqw� �M1em�hihv .�ompoqin4. iin! Ibc lS Em mnul
Nn�e� n Agen.y'.. Jeiini�um fin e'Prw�� funM k.du�e PeiM1ogrns
IPFRP6 ��nml m+n ax rm <n�. rti� mm�,i wnw� :nou �i m�
Chcminl. ph1'mca� wei bm1�iW prvpn�ln sp ifN in Pmni.e 6.Itl. Cmnprsl
BlunAm TeLle M1.Itla. x'iN �M e ceM�on u! pwlitic sve. Sliphlly murt �versa
�ompou u rcmmm�n�.J fa� N<ui.'lu. ss follnu.:
Pmkk Slie Dhrtlbu lav
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E' WXI]"MrtlmumP�rlkleSlnl
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5[[ I4w'lice fi.IN, (iun�x��i BfunXr�e f complM �infumnl�on ��n fvT�nnt
punmmm enJ k+�.. Inaulla ilmulJ ryviJe Emwunimi�m in auQ�+n
cnmpliamcaf�mine rc4uirol in J�v minpnu spevifrniun.
IX/MFfRIC VIEW
vnoi%ii.>
Flgure 6 68b Composl Sock Ine�ellatlon
6MJ
� ....�s..mw.�rs,n+n�.,;�„
nd..m�r rv. m� u r ,. h ers ��.i.
fir uu at " �.N 1 urt .I mN ' . The
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�n IM1e neui.d I rc, p I) ipn rywl W� mn-� �I 001 �abl ua wd
fNerol �etl� la� an. penvin ny u� "ts ryalu.lion wW Jnlnbuliun nw�� M wetl In
�huuppli�'v��rvApprv�N�'um�wYp�Wuc rtI�INs�NcwtlfJeml
.lumcnl [ �wnl �e.g. M1firy mclaln.��oliciJn <I�'.1 0nd pnlFugen liinll
e�emleNi pmo�ininy �o @e frnln.wb I�rti mmnia6l in uM1ieL i� nrt dm�aN.
llfi.a I I O.M.0
pNpJ MarylantlSOMarESaMSpe[Illotlons
forSellf�MlonantlSeClmeniContml,
3411. MarylaM peW �✓^�10l
FnNmmmenl. WrtnMnmgemenl
ndmimnnemn
In rcFim�e wMmN w niNhn m .,f �ncTiniion wd�nr A�'e�n ninrall
naiq. le�per rnm�mi srck. eM1 �uW M1c u-0. In Jk-z part�mW reywrt�.
����u mou n� n2r.�e .. �n. ���r�.i .,,.�e �, � mm��� r�� �
inryrmN wmm pen�do�i��n nie The �l iy�x+ e�x�ulJ eMct �M1e Oax me per
fwl of YM1 N uN[f lo cli5ure �4awnge rnl[ af Ne [mp�fl eu[4 6[in�; ufN b
W V���. TM1c rquinW 1Wu� nw�a uc emlinN in TUFip O.hic.
TaE46.6fic-CompoelSocM Initlel Fbw Aatea
CumpasiSOR tlW<h 131oob lelac6 AIxE � IIloab
Dni n Mameier (EOOmm 100m 1. LOmml I��mml �1
11�almum�l�e 6000 'IWO I.WOfl I.IWM1 ' 1.6iY0�
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IIlpAnullcFlu. )StV�� IIJQpmlll IS.Ogpw� II.SrpmlO � JO.OWm/f�
Tlvau¢hR�m , IWYe�m1 II�IIPMmI IIBBUw'm1 Iitlllfoilm) I O)iVMm� I
tiMm�e B. f:un<no311111
CA03[NCBOO 1\STALI.�TION
SpCCI(�C2IIOf15 L Matennis mwN in ��c mmpari .wck musi m.x� it< sMeifcmimie oinlinN
atave v� �n erynia n.ix. co,�pw ei,��eu.
.. Canipou ssw'Fv �M1wW F� Lx�utN m nMxn on iM1c crmim aml uvlinwnuiinn
.,rm,tom�.
J. Rvx lo imullLion. tlw di upswnianc mcludin6 �I:. d�. entl a1M
debns yrtarcr �Mn we invh �Mi nnY Imederc wi�h Pmper Poncuon of �be
mmrya� wck
J. �ampw� sactr ��uWJ be iiudllN PoAlkl io ilk �oc o! o QratN YeP, s
m ol 10 (m M1[mmE Il�c ux nf �he duM' S^�'�' 6n+md M1elnu pul
ew �M1wid M luat d m iM Wgc ul�M le�xl4nwrbons Thv m6� uf �M1v
wc4 nlauld M1� IumN rliph�lY uP sl� �� prc�rn� �wuR h�+m goin6 �nd
N�rnJofiM1csz4c
t �ai.�c� �m��y ��r ir .,m m��p„�� ia me �ar.v� irnWn s�cn ��� i„p
do mn Jc!
6. i}uk m mMr JunMv M1UNwmW a�oke+!' S T in .rw uninn �M1ould bc
Ari•v� vmii'ally plwM. iM1�wpA thc ny�m nf W mmpai wct SUA .
exouWlw�p�ottaa in¢retola&v�,aramnaimumlmmalof8
(m if �M1a �ncY is placsJ fin nnl Ir�cM1 Imnv'M1. tivc lipnr. M1 W�M1. T¢ veXca
PROPRIETARY 8 CONPIOENTNL ALL RIGHI'S RESERVE� • �0 NOT SCALE THIS DRAWING' USE DIMENSIIXJS ONLV
PIEDMONTS NAW RN. G.4S FAGLItt DRFWINGS ARE CONSIDERE� W NFlOENML �OM-1�95)' DRAWING IS CURRENT ONLY THROUGH THE IATEST REVISED DATE' TO INSl1RE THERE IS NO PISK OF IW+PPROPFNTf
OISCLOSER ALL PREVI005 PAPER LOPIES OF THIS pR4WING MUST BE OESiROYE� IN qCCOR�ANCE WI7H RECOROS 8 WFO. MANAGEMEM �RIM) POIJCY 1001
I ev I�rKlaPvol oescwvnoH � qPpROV4s
°"'°"°` piedmont
ENGINEER
MGRTECH 'I Natural Gas
REC 6 6iD
4RINLIPNL COVYipGMA15RE0MOMWliWWLWSCOPP.
ENGINEEP �OPO.OiFlGF<]20%EDMOMROWpRNF
� P.uaNr.S�uneuN.e.eSMnl.unum
�wex�.rnme -- eo�nori - n.. �i N���w�ora
ircM1cspmmWinyabvsNsronm�'u�l_ �
i. In �he mrni :ukin6 ii mx �va'bl li.e.. wM1en . L ussvf m ryvrnxmp
Aea�yoon�rembLwW:M1OIIbeuuJMiumlJewl oM1nW� inplu.eJunny
rv�ulf c��mu.
P. If th� e �yaa� suct ie iu be Ic� e.� pon o(ibe �utwW Iwdssvpe. �i miv be
r.cJ.d u� emc uf imullvian for ��swhlifM1mcm ul Pnnnrcm v<pnaion uti�
�ItisttJingyiait �imin�laemn.maM+ulimceviimicmwlpim
Y. Cnm�unlxre\�art�uvwMuu�linpnnmidmimmniurn�avanu,
Maintenance i�,a.�i,o�.i.�k...ny.Nann��m.c��r�,m�nmrwi:�-m��r;�,�n
nrM�uep. Rnroveacwnulu�Nxdimmnond�nydeMir. Thv[onipe�x.�
usllv� replv:N if cluygtJ oe I.�m. 11 ran�finN Mnin.e nttesi�e Nc au�l nu��
nx� �n bc rt�lacN xi1F u Luger diamner �n n JiRrn�n� mlu�we. T1¢ vw'1
n.eb�M - IleJifwJmnneEwJi.l.dg:dTM1�nmq�.n�.uK4.hallh�
inxpnuJ "II Jdivur��¢in.an�ClnundFeurtauWee�M1emcawmM1n.
M1ttn�emmn I . aFilucJ
LINE 326 REPLACEMENT
ENVIRONMENTAL NOTES 6
FORSYTH COUNTY, NC
WINSTON�SALEM RESOIIPCE CENIER, WINSiONSALEM, NC
C.M.]
90°/a SUBMITTAL
NOT FOR CONSTRUCTION
REF. DWG�S)
SHEB�S� 25 OF 45 DW65CALE q5 NOTED
>wconreoa�ovzoie suaERseoro _
IXNNINGNIIMOEq qEV151�
PNG-C-326-0001020 A

� RIGHT.OF-WAV DIVERSIONS (Wafcr earsl
Design Cnlena ime��–i���rn mi�i���,.m �„�„�,�a e�,m m..w.�ui n.n.�.. u� �n� �ee�
.r
NJe�lope—' I nrlW�n
]'.I m Ilu�lv xl¢m rd�icl� cmi�
fl��� wiG�� a( Mpo. n fn� minimwn If ipwe n3]!1.
tiP�elnN a! � un 4an n Ywxn In LM1b 1Jo:
TaEI<8.20a1 91owf%1 EWcbq
Sppcln9olWNarBanon .s �n
RlpM1to4WaY�e1M1�n� 5bt0 iW
100flWltlai fObiO ]5
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% 2$
r,,.a...e •=ak—n.,,,.,;,�.�em m.wie e� r�ara inrm.�. w��u.�
pmdem���nceN:'ti
Ou1M—OrfNw ilwlJ hm-c fulk wllili �'i1M eYUN wMebuvYN.
Sile aryu'inp mnY � m h aljuuW tm fi[IE mnNliem p.at IIM nlml
.��wsi�.R.,r .vRy+ww.
Cons[ruction �� ���� �" a�...� ., .� u e. �¢n�oc.n m, e..,, �mm ,,,n
Specificalions i.��n.n..r��n�,����,m.w�en�n..�r�m;�sei�
J.Trx4�MriJpe�nininpucii�iu�luJe�ipn<rte�xninn.
i. LeavN� iM' w�lm on cn nnJ�pmkJ ue�. Aymi fielJ qaNy uf IF<
Jivervion �n uv �pe mm� nWM1le wllt� nmp. M'Mn xYwul weu m na�
�kmN ss�i.tia'�m.: �nnvitle wi�n nbn�pn Imn.��m+fi ai�, [.��N M�mNr..
mJ 6JI.Outln f�cAilLvmu km rvrcl.
!. Imnwlinely� �aW unl inu�h �b ryni�na u(Ne N�mMiu m� �uFµe� m
aaiu�weanml6c Su�ilnvwFpnuel�rtvmh�mw<by�eFivin
�� B� �� EanM1ennEge
t �
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yi[Ii1lNentl�nen.
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Specifications "'"�M°��'
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l ALyi�mJn�mmM1nWiiA�ImammlircufNvvmsin�fw�minim�m�
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Lxw uM�.e WLe WMwnin� ���ueL �a. m. w lee n fn.mi n�fa��
nimiRaN alln �fluvlfl iopwmmMil vru.Wrc
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o.vnw�.reu..��m nn.r �'+�xe..wueL� meo�.ItJaiw.d,.��ry r..��ek
Ile e�Mx�Lk Iw IFe in�plµe nil ITaEk M 0]y AryrtxJu x I1fl.
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.m onn�n.�vay mxn�x mi ain��Me.��,..
c n�> �� �� ..,u���� ����„n ��.,.tirt. mm x R�,m u�,�
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Maintenance ^",N�aiym.rv•+�e��*c..>a:.n.;m�.r,.,..,,mn4,�mn�,.�
n�i,nn m. �io,�w mmne� �mmm�aiy m�.,��o ,vc�nm� mr. �le xo.
md Tuir �M JiYa. C���v� nMtt vm�. uW mNa umelY 9�in aa
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PIE�MONTS NATUPAL WS FAGILitt ORAWINGS ARE
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in pmrni
6.70
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i HESERVEO' DO NOT SCALE 11i15 �RAWWG USE CIMENSIONS ONLY
' �RAWING IS CURREM ONLY THROUGM THE UTEST REVISE� DATE' TO INSURE THERE IS NO RISK OF INPPPROPftWTE
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"G"�`" �V Natural Gas ENVIRONMENTAL NOTES 7
� REC85*�
,q,N�,,,� �oP.a�M,�„P�EomoM�A,����a�. FORSYTH COUNTY, NC
�� cOHV. OFFI4E C1A PIF➢MON! 0.0W �PNE
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ORAVflNGNl1MBER REVI51�
PNG-C-326-0001021 A

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VALVE TYPE DESIGNATION
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PRESSURE CLA55 DESIGNATION
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LINE NUMBER IDENTIFICATION
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MATERIAL GRADE DESIGNATION
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ABBREVIATIONS
usr. ua co�w. caxmr, r.wa
ux m[lUrtn vu�E
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w�aunc/uwuu s wsrun srmcx
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fNl N USt @YMX
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us wourzn vu�
us wuurto wicvaa
YNIo-CiT-WIO SI�1MH
1M5191YIXf Nfl SUPRY
IMSIPoIMFM US .WPIRT
lCdl C116m
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I110�XC WMd£ VKVE GASm
1000XE WNdE V.1L`.E OPEN
ina w,
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V031M1E U�II�R
PRIW.VLL�O£ LCPC WMAtlIIFA
PE0.VlILVF1 MJ1EC14''!!
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flEPNAfiR 51AINM fOHIFIX PN1R
0.�30 iKE
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xamcrur� awna
VALVES
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ACTUATED VALVES
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EXCANEEP
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LINE 326 MLV/REGULATOR STATION �c�� ����a suPeeseoec
LEGENDSHEET o�,m�„�„s�a a�,s,
FORSYTH COUNTY, NORTH CAROLINA PNG—M-326-0001000 A
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LINE SYMBOLS
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SYMBOLS ANDLEGEND
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NOTES:
1. SEE PNGE-32FOOOt00J FOR ELECTRICAL
GROUN�ING PL4N.
2. PLL EIECTRICAL WORK IN HPZHR�OUS AREAS
SHALL BE IN ACCOR�ANCE IMTH NATIONAL
ELECTRIGAL CODE. ARTICLES 500. 501 AN� SM
FOR CLASSIRCATION INDICATEO.
3. AREA CLASSIFICATION IS PURSUPNT TO
AMERICAN GAS ASSOCIATION CATALOG
kXL1001.
4. IN ACCORDANCE WITH 49CFR 192.46�(e). NO
INSULCTING GASKET SETS. INSULATING
TUBING UNIONS. OR LIKE DEVICES SHALL 8E
INSTALIED INSIDE MEASUREMEM FAqUTV
BUILDINGS THAT AftE CLASSIFlED AS CLASS I,
DIVISION 1 OR 2. UNLESS ARC SUPPRESSION
DEVICES ARE PROPERLY EMPLOYED.
�. CLASSIFICATION LEGEND:
CLA551. DIVISION i. GROUP D
FIAZARDOUS PREA (T3, 392•F
MAX)
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HAZAROOUS AREA CLPSSIFICATION PL4N.
2. ALL GROUNDING SHALI BE IN ACCORDANCE
WITH THE LATEST EDITION ANO ftEVISION OF
THE NATIONAL ELECTRICAL CODE AND THE
REGULATIONS OF THE STATE AN� LOGAL
C��ES. ALL EQUIPMENT SHAIL BE
UN�ERYJftITER'S LABORA70RY APPROVEO.
3. GROUND RODS SHALL BE 3/4" NOMINAI
DIPh1ETER. 10 FL LON6 COPPER CLAD STEEL.
9. GROUND ftODS SHALL BE �RIVEN IMO
UN�ISTURBED EARTH. IF ROCK IS
ENGOUNTERED. DFIVE ROO AT A MAXIMUM Of
45 ANGLE FROM VERTICAI SO THAT THE ENTIRE
LENGTH OF ROD IS USED. TOP OF RO� SHALL
BE 18" MINIMUM BELOW GH.4�E. EXCEPT IN
TEST WELLS. THE COMPLETE SYSTEM SHALL
MEASURE LESS THAN 5 OHMS OR LE55 AS
DETERMINED BY TEST READINGS. DRIVE
ADDITIONAI RO05 AS REQUIREO TO OBTAIN
THIS VALUE.
5. MAIN GROUND lOOP TO BE BARE STRANDED,
SOFT �RANM GOPPER W1RE #2/0. TAP RUNS TO
BE %7J0 (UNLE55 OTNERWISE NOTE�)
STRAN�ED COPPER. MINIMUM BURIAL �EPTH
SHALL BE 18'l FINAL ROUTING TO BE
DETERMINED BY CONTRAGTOR IN THE FIEID.
6. ALL BURIED GONDUCTORS SHALL BE WD
SLACK IN TRENCHES TO PREVENT STRESS AND
BRE4KAGE.
7. AREA FOR EXOTHERMIC WELD SHALL BE
PREPARED BY GRINDING OR WIftE BRUSH
CLEANING. AfTEft COMPLETION ON
GROUNDING GONNECTION, PiL AFFECTED
SURFACES TO BE PAINTED WITH RUST
INHIBITING PAINT.
e. ALL ABWE GROUND CABIE CONNECTIONS
SHALL BE MPDE BY MECFVWICAL TYPE
GONNECTIONS UNLESS OTHERWISE NOTED.
BOLTS AND NUTS SHALL BE SIIICON BRONZE
MATERIAI AN� SHALL BE SECl1RED BY LOCK
WASHER OR EQUIVPIENT. PBOVE GROUND
CONNECTIONS SHALL BE BY BURNDV.
OUICKLUG OR APPROVEO EDUAL.
9. P1L BELOW GRAOE GONNECTIONS SHALL BE
EXOTHERMIC NlELD.
10. E%POSED GROUND RUNS SHALL BE R1/0
STRANDED COPPER GROUND CABLE UNLESS
OTHERWISE NOTED.
GROUNDING SYMBOLS:
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0 &4"x1�'-0"COPPERCLADSTEELGROl1N�ROD
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DETAIL NOTES:
1. INSTALLATION OF THE WELO TAB
SHALL BE DONE PRIOR TO PIPE
ASSEMBLY qND PAINTINGAS WEIL
AS PRIOR TO INSTpLIATION OF
COMPONENTS. E�UIPMENT AN�
�EVIGES. DO NOT WELD ON THE
PIPE ONCE IT IS PFUNTED AND
E�UIPMENTISINSTALLED.
TO GROUNO ROD OF GROUND
GRID
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APPROVEDE�VAL
(NP.)
USE ONE CLAMP FOR
EACH WIRE
PIEOMONPS NANI7AL GAS FAqlltt
EXOTMERMIC WELD CABLE TO
GROUND RO� CONNECTION.
TOP OF GROUND ROD SHALL BE
18" MINIMUM BELOW GRP.�E.
3!4' X tU'0" COPPER-CLA� STEEL
GROUND ROD. ftEFER TO
PLFW FOR L4YOUT
Z GROUND ROD
SCALE NrJiT05'.ALE
R115 �MN1NG' lISE f/1MEN51UNS ONLY
THROUGH iHE tATEST REVISED DATE' TO INStIAE THERE IS NO RISK OF IN4PPROPRIATE
1NCE'MTH RECORDS d WFO. AMNAGEMENT RIM POl1CY 1001
pE61°""` �A�' piedmont LINE 326 REPLACEMENT
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