20190950 Ver 1_401 Application_20190715

PCOM
3500 Parkway Lane, Suite 500 T: 678.336.7740 1 F: 678.336.7744
Peachtree Corners, Georgia 30092 www.pondco.com
June 26, 2019
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
[e-mail]
Re: Piedmont Natural Gas
Line 326 Phase II DOT Relocation Project
Forsyth County, North Carolina
Nationwide Permit 12 — Pre -construction Notification
Dear Mr. Roden -Reynolds
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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 1.29 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 at an existing tie-in (36.207854, -80.304113) approximately 0.12 miles south of the
John M Gold Freeway and Highway 65 intersection near Stanleyville, North Carolina. The proposed route
then travels approximately 4,044 linear feet (LF) south and 2,833 linear feet (LF) east to tie into the
existing 6 -inch pipeline (36.197574, -80.292595) south of John M Gold Freeway. The construction
corridor width will vary from 50 -ft to 75 -ft with various areas of temporary construction easement and
maintained as a 50 -ft wide permanent easement, except at waters and wetlands. Upon construction
completion, the right-of-way will be maintained at no more than 30 -foot width at all stream and wetland
crossings. The pipeline construction activities will include initial ROW clearing and grubbing, installation
of erosion and sediment control (E&SC) best management practices (BMPs), HDD, 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, two intermittent streams, and one wetland will be
crossed by the project. The pipe will be Horizontal Directional Drilled (HDD) to avoid all impacts to
Intermittent Stream 9, Intermittent Stream 11, and Perennial Stream 6. Perennial Stream 3 will
temporarily be impacted from open -cutting for pipe installation. The open -cut construction method has
been oriented as close to perpendicular as possible to minimize impacts. The wetland impact is from
All Pond & Company marketing materials are printed on papers containing post -consumer recycled fibers and are FSC Certified.

clearing only; Wetland 13 will have a permanent clearing impact and Wetland 8 will have a temporary
clearing impact.
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
Sara Duquette (470-387-8936, ducluettes(cDpondco.com).
Respectfully,
Sara Duquette
Scientist III
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
Pre -Construction Notification Form
(Supplemental Information)
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 Floodplain Maps
Attachment C. Project Photographic Log
Attachment D. IPaC Trust Resources Report
Attachment E. Erosion and Sediment Control Plans

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

AGENT AUTHORIZATION FORM
Line 326 Phase II DOT Relocation [Begin (36.207854, -80.304113), End (36.197574,
Project Location: -80-292595))
Please print:
Property Owner: Piedmont Natural Gas
The undersigned, registered property owners of the above noted project easement, do hereby authorize
Sara Duquette Pond & Co
of
(Contractor / Agent) (Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, Issuance and acceptance of
this permit or certification and any and all standard and special conditions attached.
Property Owner's Address (if different than above):
4720 Piedmont Row Drive, Charlotte, NC 28210
Telephone: [phone]
I hereby certify the above information submitted in this application Is true and accurate to the
best of my knowledge.
Aaron L. Weldon, Engineering Project Manager
Authorized Property Owner (Printed)
Date: 70114
-j-AL-
Authorized Signature

urisdictional Determination Reauest
US Army Corps
of Engineers
wlminolon Daukt
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 supporting
information, as described within each category, with your request. You may submit your request
via mail, electronic mail, or facsimile. Requests should be sent to the appropriate project
manager of the county in which the property is located. A current list of project managers by
assigned counties can be found on-line at:
http:/hvww.saw.usace.army.nlil/Missions/RegulatoryPermitProarain/Contact/CountyLocator.aspx
by calling 910-251-4633, or by contacting any of the field offices listed below. Once your
request is received you will be contacted by a Corps project manager.
ASI I EVI LLE & CHARLOTTE REGULATORY
FIELD OFFICES
US Army Corps of.-ngincers
151 Pauon Avenue, Room 208
Asheville, North Carolina 28801-5006
General Number: [phone]
fax Number: [phone]
RALEIGH REGULATORY FIELD OFFICE
US Army Corps of Engineers
3331 I leritage Trade Dri%e, Suite 105
Wake forest. North Carolina 27587
General Number: [phone]
l -ax Number: [phone]
INSTRUCTIONS:
WASIIINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
2407 West fifth Street
Washington, North Carolina 27889
General Number: [phone]
fax Number: [phone]
WILMINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, North Carolina 28403
General Number: 910-2514633
Fax Number: [phone]
All requestors must complete Parts A, B, C, D, E, F and G.
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 H.
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(s) or the owner(s)
authorized agent 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/USACE 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: May 2017 Page I

jurisdictional Determination Request
A. PARCEL INFORMATION
Street Address: South of US-52/State Route 65 Interchange
City, State: Stanleyville, North Carolina
County: Forsyth County
Parcel Index Number(s) (PM): See PCN Supplemental informa '
B. REQUESTOR INFORMATION
Name: Sara Duquette
Mailing Address: 3500 Parkway Lane Suite 500
Peachtree Corners, GA 30092
Telephone Number: 470-387-8936
Electronic Mail Address: [e-mail]
Select one:
I am the current property owner.
I am an Authorized Agent or Environmental Consultant[
Interested Buyer or Under Contract to Purchase
Other, please explain.
C. PROPERTY OWNER INFORMATION'
Name: Aaron Weldon
Mailing Address: 4720 Piedmont Row Drive
Charlotte, NC 28233
Telephone Number: 704-736-3210
Electronic Mail Address: [e-mail]
Must provide completed Agent Authorization Form/Letter.
Documentation of ownership also needs to be provided with request (copy of Deed, County GIS/Parcel/Tax Record).
Version: May 2017 Page 2

Jurisdictional Determination Request
D. PROPERTY ACCESS CERTIFICATION','
By signing below, I 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, if necessary, and issuing a jurisdictional determination pursuant to Section
404 ofthe Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. 1, the
undersigned, am either a duly authorized owner of record of the property identified herein, or
acting as the duly authorized agent of the owner of record of the property.
Aaron Weldon
Print Name
Capacity:. ❑ Owner ❑✓ Authorized Agents
Signature
E. REASON FOR JD REQUEST: (Check as many as applicable)
❑ I intend to construct/develop a project or perform activities on this parcel which would be
designed to avoid ail aquatic resources.
❑ I intend to construct/develop a project or perform activities on this parcel which would be
designed to avoid all jurisdictional aquatic resources under Corps authority.
❑ I intend to construct/develop a project or perform activities on this parcel which may
require authorization from the Corps, and the JD would be used to avoid and minimize
impacts to jurisdictional aquatic resources and as an initial step in a future permitting
rocess.
0 I intend to construct/develop a project or perform activities on this parcel which may
require authorization from the Corps; this request is accompanied by my permit application
and the JD is to be used in the permitting process.
❑ I intend to construct/develop a projector perform activities in a navigable water of the
U.S. which is included on the district Section 10 list and/or is subject to the ebb and flow of
the tide.
8 A Corps JD is required in order obtain my local/state authorization.
I intend to contest jurisdiction over a particular aquatic resource and request the Corps
confirm that jurisdiction does/does not exist over the aquatic resource on the parcel.
❑ 1 believe that the site may be comprised entirely of dry land.
❑ Other:
a For NCDOT requests following the current NCDOT/USACE protocols, skip to Part E.
° if there are multiple parcels owned by different parties, please provide the following for each additional parcel on a
continuation sheet.
s Must provide agent authorization form/letter signed by owner(s).
Version: May 2017 Page 3

Jurisdictional Determination Request
F. JURISDICTIONAL DETERMINATION (JD) TYPE (Select One)
© 1 am requesting that the Corps provide a preliminary JD for the property identified herein.
A Preliminary Jurisdictional Determination (PJD) provides an indication that there may
be "waters of the United States" or "navigable waters of the United States"on a property.
PJDs are sufficient as the basis for permit decisions. For the purposes of permitting, all
waters and wetlands on the property will be treated as if they are jurisdictional "waters of
the United States". PJDs cannot be appealed (33 C.F.R. 331.2); however, a PJD is
"preliminary" in the sense that an approved 1D can be requested at any time. PJDs do
not expire.
F] 1 am requesting that the Corps provide an approved JD for the property identified herein.
An Approved Jurisdictional Determination (AJD) is a determination that
jurisdictional "waters of the United States" or "navigable waters of the United
States" are either present or absent on a site. An approved JD identifies the limits of
waters on a site determined to be jurisdictional under the Clean Water Act and/or
Rivers and Harbors Act. Approved JDs are sufficient as the basis for permit
decisions. AJDs are appealable (33 C.F.R. 331.2). The results of the AJD will be
posted on the Corps website. A landowner, permit applicant, or other "affected
parry" (33 C.F.R. 331.2) who receives an AJD may rely upon the AJD for five years
(subject to certain limited exceptions explained in Regulatory Guidance Letter 05-
02).
I am unclear as to which JD I would like to request and require additional information
to inform my decision.
G. ALL REQUESTS
© Map of Property or Project Area. This Map must clearly depict the boundaries of the
review area.
✓0 Size of Property or Review Area 15.4 acres.
❑✓ The property boundary (or review area boundary) is clearly physically marked on the site.
Version: May 2017 Page 4

jurisdictional Determination Request
H. REQUESTS FROM CONSULTANTS
P7
Project Coordinates (Decimal Degrees): Latitude:
36.207854
Longitude: -80.304113
A legible delineation map depicting the aquatic resources and the property/review area.
Delineation maps must be no larger than 11 x 17 and should contain the following: (Corps
signature of submitted survey plats will occur after the submitted delineation map has been
reviewed and approved).'
■ North Arrow
■ Graphical Scale
■ Boundary of Review Area
■ Date
■ Location of data points for each Wetland Determination Data Form or tributary
assessment reach.
For Approved Jurisdictional Determinations:
■ Jurisdictional wetland features should be labeled as Wetland Waters of the US, 404
wetlands, etc. Please include the acreage of these features.
■ Jurisdictional non -wetland features (i.e. tidal/navigable waters, tributaries,
impoundments) should be labeled as Non -Wetland Waters of the US, stream, tributary,
open water, relatively permanent water, pond, etc. Please include the acreage or linear
length of each of these features as appropriate.
• Isolated waters, waters that lack a significant nexus to navigable waters, or non -
jurisdictional upland features should be identified as Non -Jurisdictional. Please
include a justification in the label regarding why the feature is non jurisdictional (i.e.
"Isolated", "No Significant Nexus", or "Upland Feature"). Please include the acreage
or linear length of these features as appropriate.
For Preliminary Jurisdictional Determinations:
• Wetland and non -wetland features should not be identified as Jurisdictional, 404,
Waters of the United States, or anything that implies jurisdiction. These features can be
identified as Potential Waters of the United States, Potential Non -wetland Waters of
the United States, wetland, stream, open water, etc. Please include the acreage and
linear length of these features as appropriate.
Completed Wetland Determination Data Forms for appropriate region
(at least one wetland and one upland form needs to be completed for each wetland type)
6 Please refer to the guidance document titled "Survey Standards for Jurisdictional Determinations" to ensure that the
supplied map meets the necessary mapping standards. http://%vww.saw.usace.armv.mil/Missions/Reeulatory-Permit-
Pro/ un i
Version: May 2017 Page 5

Jurisdictional Determination Request
❑✓ Completed appropriate Jurisdictional Determination form
• PJDs, please complete a Preliminary Jurisdictional Determination Formrand include the
Aquatic Resource Table
• AJDs• please complete an Approved Jurisdictional Determination Form"
W✓ Vicinity Map
0✓ Aerial Photograph
✓❑ 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)
Landscape Photos (if taken)
NCSAM and/or NC WAM Assessment Forms and Rating Sheets
NC Division of Water Resources Stream Identification Forms
Other Assessment Forms
www.saw.usace.armv.mil/Portals/59/docs/retulatory/ree.docs/JD/RGL 08-02 App A Prelim JQ Form fillable.edf
e Please see http://www.saw.usace.army.millMissions/Reaulatory-Permit-Proerani/Jurisdictiont
Principal Purpose: The information that you provide will be used in evaluating your request to determine
whether there are any aquatic resources within the project area subject to federal jurisdiction under the regulatory
authorities referenced above.
Routine Uses: This information may be shared with the Department of Justice and other federal, state, and local
government agencies, and the public, and may be made available as part ofa public notice as required by federal
law. Your name and property location where federal jurisdiction is to be determined will be included in the
approved jurisdictional determination (AJD), which will be made available to the public on the District's website
and on the Headquarters USAGE website.
Disclosure: Submission of requested information is voluntary; however, if information is not provided, the
request for an AJD cannot beevaluated nor can an AJD be issued.
Version: May 2017 Page 6

Appendix 2 - PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
A. REPORT COMPLETION DATE FOR PJD:
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Sara Duquette - Authorized Agent
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Asheville Regulatory Office
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR
AQUATIC RESOURCES AT DIFFERENT SITES)
State: NC County/parish/borough: Forsyth City: Stanleyville
Center coordinates of site (lat/long in degree decimal format):
Lau 36.207854 Long.: -80.304113
Universal Transverse Mercator: D NAD 1983 2011
Name of nearest waterbody: Beaver Dam Creek
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
❑ Office (Desk) Determination. Date:
❑ Field Determination. Date(s):
TABLE OF AQUATIC RESOURCES IN REVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY
JURISDICTION.
Site
number
Latitude
(decimal
degrees)
Longitude
(decimal
degrees)
Estimated amount
of aquatic resource
in review area
(acreage and linear
feet, If applicable)
Type of aquatic
resource (i.e., wetland
vs. non -wetland
waters)
Geographic authority
to which the aquatic
resource "may be"
subject (i.e., Section
404 or Section 101404)
PS3
36.196119
-80.292646
60 If
RPW
Section 404
PS6
36.200678
-80.302947
60 If
RPW
Section 404
WL7
36.200954
-80.301869
0.01 ac
RPWWD
Section 404
WL8
36.200828
-80.302657
0.01 ac
RPWWD
Section 404
IS9
36.205563
-80.303472
60 If
RPW
Section 404
IS11
36.205377
-80.302613
60 If
RPW
Section 404
WL13 / 36.205390 / 80.302481 / 0.01 ac 1 RPWWD / Section 404

1) The Corps of Engineers believes that there may be jurisdictional aquatic resources in
the review area, and the requestor of this PJD is hereby advised of his or her option
to request and obtain an approved JD (AJD) for that review area based on an
informed decision after having discussed the various types of JDs and their
characteristics and circumstances when they may be appropriate.
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 AJD for the
activity, the permit applicant is hereby made aware that: (1) the permit applicant has
elected to seek a permit authorization based on a PJD, which does not make an
official determination of jurisdictional aquatic resources; (2) the applicant has the
option to request an AJD before accepting the terms and conditions of the permit
authorization, and that basing a permit authorization on an AJD could possibly result
in less compensatory mitigation being required or different special conditions; (3) 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) 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) undertaking any activity in reliance upon the subject
permit authorization without requesting an AJD constitutes the applicant's acceptance
of the use of the PJD; (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 PJD constitutes agreement that all aquatic resources in the
review area affected in any way by that activity will be treated as jurisdictional, and
waives 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 AJD or a PJD, the JD will be processed
as soon as practicable. Further, an AJD, 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. If, during an administrative appeal, it
becomes appropriate to make an official determination whether geographic
jurisdiction exists over aquatic resources in the review area, pr to provide an official
delineation of jurisdictional aquatic resources in the review area, the Corps will
provide an AJD to accomplish that result, as soon as is practicable. This PJD finds
that there "may be" waters of the U.S. and/or that there "may be" navigable waters of
the U.S. on the subject review area, and identifies all aquatic features in the review
area that could be affected by the proposed activity, based on the following
information:

SUPPORTING DATA. Data reviewed for PJD (check all that apply)
Checked items should be included in subject file. Appropriately reference sources
below where indicated for all checked items:
❑■ Maps, pians, plots or plat submitted by or on behalf of the PJD requestor.
Map:See Attachment B of PCN submittal
no Data sheets prepared/submitted by or on behalf of the PJD requestor.
❑ Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report. Rationale:
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data.
❑ USGS 8 and 12 digit HUC maps.
❑ U.S. Geological Survey map(s). Cite scale & quad name:
0 Natural Resources Conservation Service Soil Survey. Citation: Figure 5: NRCS Soil Map
❑■ National wetlands inventory map(s). Cite name: Figure 4: USFWS NWI Map
❑ State/local wetland inventory map(s):
❑■ FEMA/FIRM maps: Panel 3710681900J, Figure 7: FEMA Floodplain Map
❑ 100 -year Floodplain Elevation is: .(National Geodetic Vertical Datum of 1929)
❑■ Photographs: ❑ Aerial (Name & Date):
or ❑ Other (Name & Date): Photo Log from November 26, 2018
❑ Previous determination(s). File no. and date of response letter.
❑ Other information (please specify):
IMPORTANT NOTE: The information recorded on this form has not necessarily
been verified by the Corps and should not be relied upon for later jurisdictional
determinations.
Signature and date of
Regulatory staff member
completing PJD
-aL
Signature and date of
person requesting PJD
(REQUIRED, unless obtaining
the signature is impracticable)'
' Districts may establish timeframes for requestor to return signed PJD forms. If the requestor does not respond
within the established time frame, the district may presume concurrence and no additional follow up is
necessary prior to finalizing an action.

Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Page 1 of 10
PCN Form — Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the Corps:
❑X Section 404 Permit ❑ Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number:
1 c.
Has the NWP or GP number been verified by the Corps?
❑ Yes ❑ No
1d.
Type(s) of approval sought from the DWQ (check all that apply):
NX 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes ❑X No
For the record only for Corps Permit:
❑ Yes ❑X No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
N Yes NX No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
N Yes X❑ No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑X No
2.
Project Information
2a.
Name of project:
Line 326 Phase II DOT Relocation
2b.
County:
Forsyth
2c.
Nearest municipality / town:
Stanleyville
2d.
Subdivision name:
NA
2e.
NCDOT only, T.I.P. or state project no:
NA
3.
Owner Information
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
applicable):
Aaron Weldon
3d.
Street address:
4720 Piedmont Row Drive
3e.
City, state, zip:
Charlotte, NC 28233
3f.
Telephone no.:
704-364-3210
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:
X❑ 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:
Sara Duquette
5b. Business name
(if applicable):
Pond & Co
5c. Street address:
3500 Parkway Lane Suite 500
5d. City, state, zip:
Peachtree Corners, GA 30092
5e. Telephone no.:
470-387-8936
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
1 b. Site coordinates (in decimal degrees):
Latitude: 36.207854 Longitude: -80.304113
1 c. Property size:
15.4 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: 0.03
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 240
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
Corps or State been requested or obtained for this property /
roject includin all rior hases in the ast?
❑ Yes 9 No ❑ Unknown
Comments: pJD request is included in this submital
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
Preliminary E] Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
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
this project (including all prior phases) in the past?
El Yes ❑X No ❑ Unknown
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 of jurisdiction
Area of
number
Corps (404,10) or
impact
Permanent (P) or
DWQ (401, other)
(acres)
Temporary T
W1 P
Land Clearing
Non-Riverine Swamp Forest
Yes
Corps
0.01
W2 T
Land Clearing
Non-Riverine Swamp Forest
Yes
Corps
0.0003
W3 T
Land Clearing
Non-Riverine Swamp Forest
Yes
Corps
0.0003
W4
Choose one
Choose one
Yes/No
W5
Choose one
Choose one
Yes/No
W6
Choose one
Choose one
Yes/No
2g. Total Wetland Impacts:
2h. Comments:
The wetland impact is from clearing only; Wetland 13 will have a permanent clearing impact and Wetland 8 and a portion of Wetland 13 will have a
temporary clearing impact. See Figure 6 in Attachment A for location details. Upon construction completion, the right-of-way will be maintained at no
more than 30 -foot width at all stream and wetland crossings.
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
6
54
S2
Choose one
S3
Choose one
S4
Choose one
S5
Choose one
S6
Choose one
3h. Total stream and tributary impacts
3i. Comments:
The pipe will be Horizontal Directional Drilled (HDD) to avoid all impacts to Intermittent Stream 9, Intermittent Stream 11, and Perennial Stream 6.
Perennial Stream 3 will temporarily be impacted from open -cutting for pipe installation. The open -cut construction method has been oriented as close
to perpendicular as possible to minimize impacts. See Figure 6 in Attachment A for location details.
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 indivi ually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Tem ora T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01
Choose one
Choose
02
Choose one
Choose
03
Choose one
Choose
04
Choose one IChoose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
(acres)
Flooded Filled
Excavated Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑X 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 any impacts require miti ation then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number —
Permanent (P) or
Temporary T
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
B1
Yes/No
B2
Yes/No
B3
Yes/No
B4
Yes/No
B5
Yes/No
B6
Yes/No
6h. Total Buffer Impacts:
6i. Comments:
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
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. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes Q No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
❑Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
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
buffer mitigation?
❑ Yes ❑X No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(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
1a. Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ❑X No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
The project is located within the Yadkin -Pee Dee Watershed.
❑ Yes ❑X No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
0
2b. Does this project require a Stormwater Management Plan?
[]Yes ❑X 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 surface, and does not contain drainage areas with greater than 24% impervious s
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?
Forsyth County
3. Certified Local Government Stormwater Review
3a. In which localgovernment's jurisdiction is thisproject?
❑ Phase II
❑ NSW
3b. Which of the following locally -implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ 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 Program Review
❑Coastal counties
❑HQW
4a. Which of the following state -implemented stormwater management programs apply
❑ORW
(check all that apply):
❑Session Law 2006-246
OOther: 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?
QX 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
❑ Yes ❑ No
letter.)
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 Q No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after -the -fact permit application?
El Yes 0 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 0 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 collected 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 Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
Yes ❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑X Yes ❑ No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
Raleigh and IPaC - Forsyth Co
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
USFWS, Information for Planning and Consultation (IPaC): USFWS Forsyth County Endangered Species, Threatened Species, Federal Species of
Concern. See PCN supplemental information.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ❑X No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NOAA Habitat Conservation National Marine Fisheries Service, Essential Fish Habitat Mapper v3.0
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes Q No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
-North Carolina State Historic Preservation Office (NCSHPO) and -United States National Register of Historic Places (NRHP). See PCN
supplemental information.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
❑X Yes ❑ No
8b. If yes, explain how project meets FEMA requirements:
Existing utility line access roads are within a FEMA floodplain. Grade elevation will not be altered in these existing roads. This project meets FEMA
requirements.
8c. What source(s) did you use to make the floodplain determination?
FEMA Nation Flood Hazard Layer (GIS geodatabase)
Sara Duquette
06-20-2019
Applicant/Agent's Printed Name
ApplicanVAgenrs Signature
Date
(Agent's signature is valid only If an authorization
letter from the applicant is ed.
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 recorded deed. Piedmont Natural Gas will
serve as the owner of the Property Easement crossing the properties listed in Table 1 below. Piedmont Natural Gas is
granted 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).
A.3b. Deed Book and Page No.
Table 1 below presents property owner information including deed book and page number.
Table 1. Proiect Parcel Report
OWNER DB/PG
PIN
Owner Name
Owner Address
1175 Bethania Rural Hall Rd
000000/00000
6819-56-3278
Woodland Baptist Church
Winston-Salem, NC 27106
2 Asbury Ave
003450/02169
6819-55-6570
Triad Legacy LLC
Greenville, SC 29601
1605 WESTBROOK PLAZA DR
STE 201
003437/02657
6819-55-9060
Department of Transportation
WINSTON SALEM NC 27103
4800 Southwin Dr
001692/04288
6819-54-6308
Tsuruta, Hideko
Winston Salem NC 27104
1598 Westbrook Plaza DR STE
Hubbard Realty of Winston Salem
200
000000/00000
6819-63-2994
Inc
Winston Salem NC 27103
386 Rock House Rd
001777/01425
6819-74-5220
Kiger, Kathryn Butner
Winston Salem NC 27127
PO BOX 2511
003384/04075 1
6819-83-2244 1
CITY OF WINSTON-SALEM
I WINSTON-SALEM NC 27102
B.3d. Explain the purpose of the proposed project:
This project involves the relocation of 1.29 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
accommodate 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 at an existing tie-in (36.207854, -
80.304113) approximately 0.12 miles south of the John M Gold Freeway and Highway 65 intersection near Stanleyville,
Piedmont Natural Gas — Line 326 Phase II DOT Relocation Project Pond & Company
PCN Supplemental Information June 2019

North Carolina. The proposed route then travels approximately 4,044 linear feet (LF) south and 2,833 linear feet (LF)
east to tie into the existing 6 -inch pipeline (36.197574, -80,292595) south of John M Gold Freeway. The construction
corridor width will vary from 50 -ft to 75 -ft with various areas of temporary construction easement and maintained as a
50 -ft wide permanent easement, except at waters and wetlands. Upon construction completion, the right-of-way will be
maintained at no more than 30 -foot width at all stream and wetland crossings. 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.
Construction activities will include initial clearing, BMP installation, pipeline installation (trenching/open-cutting),
backfilling, and final stabilization. The pipe will be Horizontal Directional Drilled (HDD) to avoid all impacts to Intermittent
Stream 9, Intermittent Stream 11, and Perennial Stream 6. Perennial Stream 3 will temporarily be impacted from open -
cutting for pipe installation. The stream crossing involving the open -cut construction method has been oriented as close
to perpendicular as possible to the stream banks to further minimize impacts. Standard mechanized construction
equipmentwill be used, including but not limited to feller bunchers, backhoes, excavators, and othertracked 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 and included field
delineations along the proposed route to identify all sensitive resources in the area. Using the environmental data
collected, the least impactful route was chosen, and additional route modifications were made to reduce impacts at
stream and wetland crossings. The stream crossing involving open -cut construction methods has been oriented as
close to perpendicular as possible to the stream banks to further minimize impacts. Within the proposed project area
surveyed, two perennial streams, two intermittent stream, and one wetland were delineated. The pipe will be Horizontal
Directional Drilled (HDD) to avoid all impacts to Intermittent Stream 9, Intermittent Stream 11, and Perennial Stream 6.
Perennial Stream 3 will temporarily be impacted from open -cutting for pipe installation. Upon construction completion,
the right-of-way will be maintained at no more than 30 -foot width at all stream and wetland crossings.
D.1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction
techniques.
The pipe will be Horizontal Directional Drilled (HDD) to avoid all impacts to Intermittent Stream 9, Intermittent Stream
11, and Perennial Stream 6. Perennial Stream 3 will temporarily be impacted from open -cutting for pipe installation.
The open -cut construction method has been oriented as close to perpendicular as possible to minimize impacts. The
wetland impact is from clearing only; Wetland 13 will have a permanent clearing impact and Wetland 8 will have a
temporary clearing impact. Erosion and 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 threatened and endangered species was obtained from the United States Fish and Wildlife Service Information
for Planning and Consultation (USFWS IPaC) online database. Two (2) federally listed species, northern long-eared
bat (Myotis septentrionalis) and small-anthered bittercress (Cardamine micranthera), were found to potentially occur
within Forsyth county, according to the IPaC database. Pond ecologists conducted a detailed field survey on November
26, 2018 to identify and locate potential presence of suitable habitat for listed species within the project corridor.
Suitable foraging habitat for northern long-eared bat (Myotis septentrionalis) was present within or adjacent to the
Piedmont Natural Gas — Line 326 Phase II DOT Relocation Project Pond & Company
PCN Supplemental Information June 2019

project site. However, USFWS 4(d) Rule states incidental take through tree removal activities is not prohibited unless
it results in removing a known, occupied 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
septentrionalis) does 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 conducted 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. The removal of this resource was confirmed during the site visits; this area is currently under construction.
Piedmont Natural Gas — Line 326 Phase II DOT Relocation Project Pond & Company
PCN Supplemental Information June 2019

HGM_Code
NORTH
Perennial stream 3
CAROLINA
RSUB
Linear
60
FOOT
RPW
36.196119
-80.292646
NORTH
Perennial Stream 6
CAROLINA
RSUB
Linear
60
FOOT
RPW
36.200678
-80.302947
NORTH
Wetland 7
CAROLINA
PFO
Area
0.01
ACRE
RPWWD
36.200954
-80.301869
NORTH
Wetland 8
CAROLINA
PFO
Area
0.01
ACRE
RPWWD
36.200828
-80.302657
NORTH
Intermittent Stream 9
CAROLINA
R4SB
Linear
60
FOOT
RPW
36.205563
-80.303472
NORTH
Intermittent Stream 11
CAROLINA
R4SB
Linear
60
FOOT
RPW
36.205377
-80.302613
NORTH
Wetland 13
CAROLINA
PFO
Area
0.01
ACRE
RPWWD
36.205390
-80.302481

WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont Region
Project/Site: Line 326 Phase 2 City/County: Stanlyville/Forsyth Cc Sampling Date: 26 -Nov -18
Applicant/Owner: Piedmont Natural Gas State: NC Sampling Point: WI10 up
Investigator(s): SD/AD Section, Township, Range: S T R
Landform (hilislope, terrace, etc.): Floodplain Local relief (concave, convex, none): Concave Slope: 10.0% / 5.7 °
Subregion (LRR or MLRA): MLRA 136 in LRR P Lat.: 36.205432
Long.: -80.303293 Datum: NAD83
Soil Map Unit Name: FeE3 NWI classification: No
Are climatic/ hydrologic conditions on the site typical for this time of year? Yes O No 0 (If no, explain in Remarks.)
Are Vegetation ❑ , Soil ❑ , or Hydrology ❑ significantly disturbed? Are "Normal Circumstances" present? Yes * No 0
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 0 NO
Hydric Soil Present? Yes 0 No* Is the Sampled Area Yes 0 No
Wetland Hydrology Present? Yes 0 No (* within a Wetland?
Remarks:
Representative of WL13, WL16, WL8, and WL7
Hydrology
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two reauired)
Primary Indicators (minimum of one required; check all that apply)
❑ Surface Soil Cracks (B6)
❑ Surface Water (Al)
❑ True Aquatic Plants (B14)
❑ Sparsely Vegetated Concave Surface (B8)
❑ High Water Table (A2)
❑ Hydrogen Sulfide Odor (Cl)
❑ Drainage Patterns (B10)
❑ Saturation (A3)
❑ Oxidized Rhizospheres along Living Roots (0)
❑ Moss Trim Lines (B16)
❑ Water Marks (B1)
❑ Presence of Reduced Iron (C4)
❑ Dry Season Water Table (C2)
❑ Sediment Deposits (B2)
❑ Recent Iron Reduction in Tilled Soils (C6)
❑ Crayfish Burrows (C8)
❑ Drift deposits (B3)
❑ Thin Muck Surface (0)
❑ Saturation Visible on Aerial Imagery (C9)
❑ Algal Mat or Crust (B4)
❑ Other (Explain in Remarks)
❑ Stunted or Stressed Plants (Dl)
❑ Iron Deposits (B5)
❑ Geomorphic Position (D2)
❑ Inundation Visible on Aerial Imagery (B7)
❑ Shallow Aquitard (D3)
❑ Water -Stained Leaves (B9)
❑ Microtopographic Relief (D4)
❑ Aquatic Fauna (B13)
❑ FAC -neutral Test (D5)
Field Observations:
Surface Water Present? Yes 0 No
Depth (inches): 0
Water Table Present? Yes 0 No
Depth (inches): 0
Yes NO
Saturation Present?
YeS O No
Wetland Hydrology Present?
Depth (inches): 0
includes capillary fringe)
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: w110 up
Absolute Rel.Strat. Indicator Dominance Test worksheet:
T St to (Plot size: 30 ft ) a/a Cover Cover Status
ree ra m
1. Acer rubrum
30
33.3%
FAC
2, Pinus taeda
30❑
33.3%
FAC
3. Urlodendron tullplfera
20
❑ 22.2%
FACU
4. Junlperus virginiana
10
❑ 11.19%
FACU
5.
0
❑ 0.0%
x S -
6.
0
❑ 0.0%
860 (B)
7.
0
❑ o.o%
8.
0
❑ 0.0%
90
= Total Cover
Sapling-Sapling/Shrub Stratum (Plot size: 15 ft
)
1 Fagps grdndifolla
45
69.2%
FACU
2, Quercus alba
20
30.8%
FACU
3.
a
❑ 0.0%
4.
o
❑ o.o%
5.
o
❑ o.o%
6.
o
❑ o.o%
7.
o
❑ o.o%
8
0
❑ o.o%
9.
0
❑ 0.0%
10.
0
❑ o.o%
Shrub Stratum (Plot size: )
65
= Total Cover
1.
0
❑ 0.0%
2
0
❑ o.o%
3.
0
❑ o.o%
4.
0
❑ 0.0%
5.
0
❑ o.o%
6.
0
❑ o.o%
7.
0
❑ 0.0%
Herb Stratum (Plot size: 5 ft )
0
= Total Cover
1. Diphasiastrum complanatum
50
W 66.7%
FACU
2, Pohrsllchum acrostldtoldes
10
❑ 13.3%
FACU
3, Lonicera laponka
15
Q 20.0%
FACU
4.
0
❑ 0.0%
5.
0
❑ o.o%
6.
0
❑ 0.0%
7.
o
❑ o.o%
8
0
❑ 0.0%
9.
0
❑ 0.0%
10.
0
❑ 0.0%
11.
o
❑ 0.0%
12.
o
❑ o.o%
75
= Total Cover
Woody Vine Stratum (Plot size: 30 ft )
1
0
❑ o.o%
2,
0
❑ o.o%
3.
o
❑ 0.0%
4.
0
❑ om%
5.
0
❑ o.o%
6.
a
❑ 0.0%
0
= Total Cover
Remarks: (Include photo numbers here or on a separate sheet.)
Number of Dominant Species
That are OBL, FACW, or FAC: 2 (A)
Total Number of Dominant
Species Across All Strata: 7 (B)
Percent of dominant Species
That Are OBL, FACW, or FAC: 28.6% (A/B)
Prevalence Index worksheet:
Total a/o Cover of:
Multiply
by:
OBL species 0
x 1 -
0
FACW species 0
x 2 -
0
FAC species 60
x 3 -
180
FACU species 170
x 4 -
680
UPL species 0
x S -
0
column Totals: 230
(A)
860 (B)
Prevalence Index = B/A = 3.739
Hydrophytic Vegetation Indicators:
❑ Rapid Test for Hydrophytic Vegetation
❑ Dominance Test is > SO-/.
❑ Prevalence Index is 53.0 1
❑ Morphological Adaptations 1 (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 present, unless disturbed or problematic.
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.
Sapling/shrub stratum - Consists of woody plants, excluding
vines, less than 3 in. DBH and greater than 3.28 It (1 m) tall.
Herb stratum - Consists of all herbaceous (non -woody) plants,
regardless of size, and all other plants less than 3.28 It 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 to 6 m) in height.
Herb stratum - Consists of all herbaceous (non -woody) plants,
Including herbaceous 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
Vegetation
Present? Yes O No
'Indicator suffix = National status or professional decision assigned because Regional status not defined by FlNS.
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

Soil
Sampling Point: w110 up
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) 0 Color (moist) "/o Tvce 1 Loc2 Texture Remarks
0-2 2.5Y 4/4 100 Loam
2-18 7.5YR 5/8 100
Loam
1 Type: C=Concentration. D=Depletion. RM=Reduced Matrix, CS=Covered or Coated Sand Grains 21-ocation: PL=Pore Lining. M=Matrix
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils3:
❑ Histosol (Al)
❑ Dark Surface (S7)
❑ 2 cm Muck (A10) (MLRA 147)
❑ Histic Epipedon (A2)
❑ Polyvalue Below Surface (S8) (MLRA 147,148)
❑ Black Hiistic (A3)
El Thin Dark Surface (S9) (MLRA 147, 148)
EJ Coast Prairie Redox (A16)
❑ Hydrogen Sulfide (A4)
❑ Loamy Gleyed Matrix (F2)
(MCRA 147,148)
❑ Piedmont Floodplain Soils (F19)
❑ Stratified Layers (AS)
❑ 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 (Al I)
❑ 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 (S5)
❑ Piedmont Floodplain Soils (1`19) (MLRA 148)
3 Indicators of vegetation and
❑ Stripped Matrix (S6)
❑ Red Parent Material (F21) (MLRA 127, 147)
wetland hydrology must be present,
hydrolhydropogy mus
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (Inches):
Remarks:
Hydric Soil Present? Yes O No
US Army Corps of Engineers Eastem Mountains and Piedmont - Version 2.0

WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont Region
Project/Site: Line 326 Phase 2 City/County: Stanlyville/Forsyth Co Sampling Date: 26 -Nov -18
Applicant/Owner: Piedmont Natural Gas State: NC Sampling Point: w110 wet
Investigator(s): SD/AD Section, Township, Range: S T R
Landform (hillslope, terrace, etc.): Floodplain Local relief (concave, convex, none): Concave Slope: 10.0% / 5.7 °
Subregion (LRR or MLRA): MLRA 136 in LRR P Lat.: 36.205642 Long.: -80.303203 Datum: NAD83
Soil Map Unit Name: FeE3 NWI classification: No
Are climatic/ hydrologic conditions on the site typical for this time of year? Yes * No O (If no, explain in Remarks.)
Are Vegetation ❑ , Soil ❑ , or Hydrology ❑ significantly disturbed? Are "Normal Circumstances" present? Yes * No O
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 (i) No O
Hydric Soil Present? Yes No O Is the Sampled Area
Wetland Hydrology Present? Yes NO
within a Wetland? Yes * No O
Remarks:
Representative of WL13, WL16, WL8, and WL7
Hydrology
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two reauired)
Primary Indicators (minimum of one required; check all that apply)
❑ Surface Soil Cracks (B6)
© Surface Water (Ai)
❑ True Aquatic Plants (B14)
© Sparsely Vegetated Concave Surface (B8)
© High Water Table (A2)
❑ Hydrogen Sulfide Odor (Cl)
❑d Drainage Patterns (B30)
© Saturation (A3)
❑ Oxidized Rhizospheres along Living Roots (0)
❑ 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 (0)
❑ Crayfish Burrows (C8)
© Drift deposits (B3)
❑ Thin Muck Surface (0)
❑ Saturation Visible on Aerial Imagery (C9)
❑ Algal Mat or Crust (B4)
❑ Other (Explain in Remarks)
❑ Stunted or Stressed Plants (Dl)
© Iron Deposits (B5)
Q Geomorphic Position (D2)
❑ Inundation Visible on Aerial Imagery (B7)
❑ Shallow Aquitard (D3)
© Water -Stained Leaves (B9)
❑ Microtopographic Relief (134)
❑ Aquatic Fauna (B13)
❑ FAC -neutral Test (D5)
Field Observations:
Surface Water Present? Yes 0 No O
Depth (inches): 2
Water Table Present? Yes No O
Depth (inches): 1
Yes * No O
Saturation Present?Wetland
Yes 0 No O
Hydrology
Depth (inches): 0
Present?
includes capillary frin a
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: w1ja wet
Remarks: (Include photo numbers here or on a separate sheet.)
*Indicator 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
..r.......,:
Absolute Rel.Strat.
Indicator
Dominance Test worksheet:
Tree Stratum (Plot size: 30 ft )
% Cover Cover
Status
Number of Dominant Species
1 • Acer rubrum
70
87.5%
FAC
That are OBL, FACW, or FAC: 3 (A)
2. LUiodendron tullplfera
10
❑
12.5%
FACU
❑
Total Number of Dominant
3.
0
0.0%
Species Across All Strata: 4 (B)
4.
0
❑
o.o%
5.
0
❑
0.0%
Percent of dominant Species
Elo.o%
That Are OBL, FACW, or FAC: 75.0% (A/B)
6.
0
_
7_
0
❑
o.0%
Prevalence Index worksheet:
g.
0
❑
0.0%
Total % Cover of: Multiply by:
80
= Total Cover
OSL species 0 x 1 - 0
Stratum (Plot size: 15 ft )
..Sapling-Sapling/Shrub
20
❑d
66.7%
FAC
FACW species 0 x 2 - 0
1 • Acer rubrum
10
❑d
33.3%
FACU
FAC species 160 x 3 - 480
2 Llaustumslnense
3
0
❑
0.0%
FACU species 20 x 4 - 80
4.
0
❑
o.0%
UPL species 0 x 5- 0
5
0
❑
0,0%
Column Totals: 180 (A) 560 (e)
6_
o
❑
0.0%
Prevalence Index = B/A = 3.111
7•
0
❑
0.0°i°
❑
Hydrophytic Vegetation Indicators:
g•
0
0.0%
❑ Rapid Test for Hydrophytic Vegetation
g.
0
❑
0.0°i°
© Dominance Test is > SO%
10.
a
❑
0.0°io
❑ Prevalence Index is 53.0 1
Shrub Stratum (Plot size: )
30
= Total Cover
❑ Morphological Adaptations 1 (Provide supporting
1
0
❑
o.o%
data in Remarks or on a separate sheet)
•
2.
0
❑
0.0%
❑ Problematic Hydrophytic Vegetation 1 (Explain)
3•
0
❑
o.0%
1 Indicators of hydric soil and wetland hydrology must
4.
0
❑
0.0%
be present, unless disturbed or problematic.
Definition of Vegetation Strata:
5, o ❑ om%
6•
0
❑
o.o%
Four Vegetation Strata:
7
0
❑
0.0%
Tree stratum - Consists of woody plants, excluding vines, 3 in.
(7.6 cm) or more in diameter at breast height (DBH),
Herb Stratum (Plot size: 5 ft )
0
= Total Cover
regardless of height.
❑�
Sapling/shrub stratum - Consists of woody plants, excluding
1. Mkxnsbe alum vlmineum
70
100.0%
FAC
vines, less than 3 In. DBH and greater than 3.28 ft (i m) tall.
2.
0
❑
0.0%
Herb stratum - Consists of all herbaceous (non -woody) plants,
3•
0
❑
0.0%
regardless of size, and all other plants less than 3.28 ft tall.
4'
0
E]0.0%
Woody vines - Consists of all woody vines greater than 3.28 ft
Elo.o%
in height.
5.
o
6•
o
❑
o.o%
Five Vegetation Strata:
7.
0
❑
o.o°io
❑
Tree -Woody plants, excluding woody vines, approximately 20
g,
0
0.0%
ft (6 m) or more In height and 3 In. (7.6 cm) or larger in
9.
0
❑
0.0%
diameter at breast height (DBH).
❑
Sapling stratum - Consists of woody plants, excluding woody
10•
0
0.0%
vines, approximately 20 ft (6 m) or more in height and less
11.
o
❑
0.0%
than 3 in. (7.6 cm) DBH.
12
0
❑
0 0%
Shrub stratum - Consists of woody plants, excluding woody
vines, approximately 3 to 20 ft (1 to 6 m) in height.
Woody Vine Stratum (Plot size: 30 ft )
70
= Total Cover
Herb stratum -Consists of all herbaceous (non -woody) plants,
1
0
El
o.o%
including herbaceous vines, regardless of size, and woody
---
species, except woody vines, less than approximately 3 ft (1
2.
0
❑
0.0%
m) in height
3,
0
❑
0.0%
Woody vines - Consists of all woody vines, regardless of
4,
o
❑
o.o%
height.
5. 0 ❑ o.o%
0
El0.0%
Hydrophytic
6.
Vegetation
Yes * No O
0
= Total Cover
Present?
Remarks: (Include photo numbers here or on a separate sheet.)
*Indicator 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

soil Sampling Point: wi10 wet
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Type I Loc2 Texture Remarks
0-4 2.5Y 5/2 100 Sandy Loam
4-16 2.SY 5/2 50 2.5Y 5/4 50 C M Sandy Loam
1 Type: C=Concentration. D=Depletion. RM=Reduced Matrix, CS=Covered or Coated Sand Grains 21-ocation: PL=Pore Lining. M=Matrix
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils3:
❑ Histosol (Al)
❑ Dark Surface (S7)
❑ 2 an Muck (A30) (MCRA 147)
❑ Histic Epipedon (A2)
❑ Polyvalue Below Surface (S8) (MLRA 147,148)
El Black Histic (A3)
El Thin Dark Surface (S9) (MLRA 147, 148)
❑ Coast Prairie Redox (A16)
(MCRA 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 (A10) (LRR N)
❑ Redox Dark Surface (F6)
❑ Very Shallow Dark Surface (T1`12)
❑ Depleted Below Dark Surface (All)
❑ 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 (1`13) (MLRA 136, 122)
❑ Sandy Redox (S5)
❑ Piedmont Floodplain Soils (1`19) (MLRA 148)
3 Indicators of vegetation and
❑ Stripped Matrix (S6)
❑ Red Parent Material (F21) (MLRA 127, 147)
wetland hydrology must be present,
hydrolhydropogy mus
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches): Hydric Soil Present? Yes * NO 0
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont Region
Project/Site: Line 326 Phase 2 City/County: Stanlyville/Forsyth Co Sampling Date: 26 -Noy -18
Applicant/Owner: Piedmont Natural Gas State: NC Sampling Point: WI5 up
Investigator(s): SD/AD Section, Township, Range: S T R
Landform (hillslope, terrace, etc.): Floodplain Local relief (concave, convex, none): concave Slope: 15.0% / 8.5 °
Subregion (LRR or MLRA): MLRA 136 in LRR P Lat.: 36.197348 Long.: -80.295818 Datum: NAD83
Soil Map Unit Name: TME NWI classification: PF01A _
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 ❑ significantly disturbed? Are "Normal Circumstances" present? Yes 0 No O
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 O No 0
Hydric Soil Present? Yes O NO Is the Sampled Area
Wetland Hydrology Present? Yes O NO
within a Wetland? Yes O No O
Remarks:
Representative of WL20 and WL22
Hydrology
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one required; check all that apply)
❑ Surface Soil Cracks (136)
❑ Surface Water (Al)
❑ True Aquatic Plants (814)
❑ Sparsely Vegetated Concave Surface (138)
❑ High Water Table (A2)
❑ Hydrogen Sulfide Odor (Cl)
❑ Drainage Patterns (1310)
❑ Saturation (A3)
❑ Oxidized Rhizospheres along Living Roots (0)
❑ Moss Trim Lines (B16)
❑ Water Marks (131)
❑ Presence of Reduced Iron (C4)
❑ Dry Season Water Table (C2)
❑ Sediment Deposits (B2)
❑ Recent Iron Reduction in Tilled Soils (C6)
❑ Crayfish Burrows (C8)
❑ Drift deposits (B3)
❑ Thin Muck Surface (0)
❑ Saturation Visible on Aerial Imagery (C9)
❑ Algal Mat or Crust (134)
❑ Other (Explain in Remarks)
❑ Stunted or Stressed Plants (Dl)
❑ Iron Deposits (135)
❑ Geomorphic Position (D2)
❑ Inundation Visible on Aerial Imagery (B7)
❑ Shallow Aquitard (D3)
❑ Water -Stained Leaves (139)
❑ Microtopographic Relief (D4)
❑ Aquatic Fauna (1313)
❑ FAC -neutral Test (D5)
Field Observations:
O
Surface Water Present? Yes No
Depth (inches): 0
Water Table Present? Yes O NO (i)
Depth (inches): 0
Yes O NO
Saturation Present?Wetland
Yes O No (i)
Hydrology Present?
Depth (inches): 0
includes ca ilia fringe)
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: W15 UD
Tree Stratum (Plot size: 30 ft )
1, Llrlodendron tulipifera
2. Fagus grandifolla
3.
4.
5.
6.
7.
8._
Sapling-Sapling/Shrub Stratum (Plot size: 15 ft )
1. Fagus grandifolla
2.
3.
4.
5.
6.
7.
8.
9.
10.
Shrub Stratum (Plot size: )
1.
2.
3.
4.
5.
6.
7.
Herb Stratum (Plot size: 5 ft )
1. Polvstichum aapstldwtdes
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
woody Vine Stratum (Plot size: 30 ft )
1.
2.
3.
4.
5.
6.
Absolute
% Cover
RN -w.
Rel.Strat.
Cover
Indicator
Status
30
d❑ 40.0%
FACU
45❑
60.0%
FACU
0
❑ 0.0%
_
0.o% _
0
❑ 0.0%
0.0% _
0
❑ 0.0%
0.0%
0
❑ 0.0%
_
0.0%
o
❑ 0.0%
_
0.0%
0
❑ o.o%
_
0.0% _
75
= Total Cover
0.0% _
30
❑d
100.0% FACU
0
❑
o.o% _-
0
❑
0.o%
0
❑
_
0.o% _
o
❑
0.0% _
o
❑
0.0%
0
❑
_
0.0%
0
❑
_
0.0%
0
❑
_
0.0% _
0
❑
0.0% _
30
= Total Cover
0
❑
0.o%
o
❑
_
o.o%
o
❑
_
o.o%
o
El
0.0% �_
0
❑
0.0% _
0
❑
0.0% _
0
❑
o.o% _
0
= Total Cover
30
d❑
100.0%
o
❑
0.o%
o
❑
o.o%
o
❑
o.o%
0
❑
0.o%
o
❑
o.o%
o
❑
o.o%
0
❑
o.o%
0
❑
0.o%
0
❑
0.0%
0
❑
0.o%
o
❑
o.o%
30
= Total Cover
0
❑
0.o%
0
❑
0.o%
0
❑
o.o%
o
❑
o.o%
0
❑
0.0%
0
❑
om%
0
= Total Cover
Remarks: (Include photo numbers here or on a separate sheet.)
FACU
Dominance Test worksheet:
Number of Dominant Species
That are OBL, FACW, or FAC: 0 (A)
Total Number of Dominant
Species Across All Strata: 4 (B)
Percent of dominant Species
That Are OBL, FACW, or FAC: 0.0% WB)
Prevalence Index worksheet:
Total % Cover of:
Multiply
by:
OBL species 0
x 1 -
0
FAcW species 0
x 2 -
0
FAC species 0
x 3 -
0
FACu species 135
x 4 -
540
UPL species 0
x 5 -
0
column Totals: 135
(A)
540 (B)
Prevalence Index = B/A = 4.000
Hydrophytic Vegetation Indicators:
❑ Rapid Test for Hydrophytic Vegetation
❑ Dominance Test is > 50%
❑ Prevalence Index is 53.0 1
❑ Morphological Adaptations 1 (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 present, unless disturbed or problematic.
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.
Sapling/shrub stratum - Consists of woody plants, excluding
vines, less than 3 in. DBH and greater than 3.28 ft (1 m) tall.
Herb 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 to 6 m) in height.
Herb stratum - Consists of all herbaceous (non -woody) plants,
Including herbaceous 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
Vegetation
Present? Yes O No
*Indicator 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

r—•lu
aampuny rune:
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) a/o Color (moist) % TVDe 1 Loci Texture Remarks
0-1 7.5YR 2.5/2 100 Loam
1-20 7.5YR 4/4 100
1 Type: C=Concentration. D=Depletion. RM=Reduced Matrix, CS=Covered or Coated Sand Grains 21-ocation: PL=Pore Lining. M=Matrix
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils3:
❑ Histosol (Al)
❑ Dark Surface (S7)
❑ 2 cm Muck (A10) (MLRA 147)
❑ Histic Epipedon (A2)
❑ Polyvalue Below Surface (S8) (MLRA 147,148)
El Coast Prairie Redox (A16)
❑ Black Histic (A3)
El Thin Dark Surface (S9) (MLRA 147, 148)
(MCRA 147,148)
❑ Hydrogen Sulfide (A4)
❑ Loamy Gleyed Matrix (F2)
❑ Piedmont Floodplain Soils (F19)
❑ Stratified Layers (A5)
❑ Depleted Matrix (F3)
(MLRA 136, 147)
❑ 2 cm Muck (A10) (LRR N)
❑ Redox Dark Surface (F6)
❑ Very Shallow Dark Surface (TF32)
❑ Depleted Below Dark Surface (All)
❑ 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 (1`13) (MLRA 136, 122)
❑ Sandy Redox (S5)
❑ Piedmont Floodplain Soils (1`19) (MLRA 148)
3 Indicators of vegetation and
❑ Stripped Matrix (S6)
❑ Red Parent Material (F21) (MLRA 127, 147)
wetland hydrology must be present,
hydrolhydropogy mus
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
Hydric Soil Present) Yes 0 NO
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont Region
Project/Site: Line 326 Phase 2 City/County: Stanlyville/Forsyth Cc Sampling Date: 26 -Nov -18
Applicant/Owner: Piedmont Natural Gas State: NC Sampling Point: wIS wet
Investigator(s): SD/AD Section, Township, Range: S T R
Landform (hillslope, terrace, etc.): Floodplain Local relief (concave, convex, none): Concave Slope: 15.0% / 8.5 °
Subregion (LRR or MLRA): MLRA 136 in LRR P Lat.: 36.197153 Long.: -80.295781 Datum: NAD83
Soil Map Unit Name: TME NWI classification: PF01A
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 ❑ significantly disturbed? Are "Normal Circumstances" present? YeS * No O
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 O
Hydric Soil Present? Yes No 0 Is the Sampled Area
Wetland Hydrology Present?
Yes O No O within a Wetland? Yes O No O
Remarks:
Representative of WL20 and WL22
Hydrology
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two reauired)
Primary Indicators (minimum of one required: check all that apply)
❑ Surface Soil Cracks (B6)
© Surface Water (Al)
❑ True Aquatic Plants (B14)
❑ Sparsely Vegetated Concave Surface (B8)
© High Water Table (A2)
❑d Hydrogen Sulfide Odor (Cl)
0 Drainage Patterns (1310)
© Saturation (A3)
❑ Oxidized Rhizospheres along Living Roots (0)
❑ Moss Trim Lines (B16)
❑ Water Marks (Bl)
❑ Presence of Reduced Iron (C4)
❑ Dry Season Water Table (C2)
© Sediment Deposits (132)
❑ Recent Iron Reduction in Tilled Soils (C6)
❑ Crayfish Burrows (C8)
© Drift deposits (B3)
❑ Thin Muck Surface (0)
❑ Saturation Visible on Aerial Imagery (C9)
❑ Algal Mat or Crust (B4)
❑ Other (Explain in Remarks)
❑ Stunted or Stressed Plants (Dl)
© Iron Deposits (85)
W Geomorphic Position (D2)
❑ Inundation Visible on Aerial Imagery (137)
❑ Shallow Aquitard (D3)
© Water -Stained Leaves (B9)
❑ Microtopographic Relief (D4)
❑ Aquatic Fauna (813)
❑ FAC -neutral Test (D5)
Field Observations:
Surface Water Present? Yes No 0
Depth (inches): 1
Water Table Present? Yes NO 0
Depth (inches): 1
Yes (i)No 0
Saturation Present?Wetland
Yes No O
Hydrology
Depth (inches): 0
Present?
includes capillary fringe)
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: w15 wet
Q. i� 7
Tree Stratum (Plot size: 30 ft )
1. Acer rubrum
2. Carpinus camliniana
3, r-raxinus pennsylvanka
4.
5.
6.
7.
8.
Sapling-Sapling/Shrub Stratum (Plot size: 15 ft )
1. Carpinus caroliniana
2. Ligustrum sinense
3.
4.
5.
6.
7.
8.
9.
10.
Shrub Stratum (Plot size: )
1.
2.
3.
4.
5.
6.
7.
Herb Stratum (Plot size: 5 ft )
1. Xanthorhl a simplklsMma
2. Lonkera taponka
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
Woody Vine Stratum (Plot size: 3o ft )
1.
2.
3.
4.
5.
6.
Absolute Rel.Strat. IndicatorI Dominance Test worksheet:
% Cover Cover Status
30
= Total Cover
42.9% FAC
25
o.0%
35.7% FAC
15
❑
21.4% FACW
0
❑
0.0%
0
❑
0.0%
0
❑
0.0%
0
❑
0.0%
0
❑
o.00/n
70
= Total Cover
50
= Total Cover
71.4% FAC
20d❑
o.0%
28.6% FACU
0
❑
0.0%
0
❑
o.0%
0
❑
o.o%
0
❑
o.o%
0
❑
0.o%
0
❑
0.o%
0
❑
0.o%
0
❑
0.0%
70
= Total Cover
0
❑
o.0%
o
❑
o.o%
0
❑
o.o%
o
❑
o.o%
0
❑
0.0%
o
❑
o.o%
o
❑
0.0%
0
= Total Cover
30
66.7%
15
33.3%
o
❑
o.o%
0
❑
o.o%
0
❑
o.o°/a
o
❑
o.o%
o
❑
o.o%
0
❑
0.0%
0
❑
0.0%
o
❑
o.o%
o
❑
0.o%
o
❑
0.0%
45
= Total Cover
0
❑
o.o%
0
❑
0.0%
0
❑
0.o%
0
❑
0.0%
o
❑
o.o%
o
❑
0.0%
0
= Total Cover
Remarks: (Include photo numbers here or on a separate sheet.)
FACW
FACU
Number of Dominant Species
That are OBL, FACW, or FAC: 5 (A)
Total Number of Dominant
Species Across All Strata: 7 (B)
Percent of dominant Species
That Are OBL, FACW, or FAC: 71.4% WB)
Prevalence Index worksheet:
Total % Cover of:
Multiply
by:
oBL species 0
x 1 -
0
FACw species 45
x 2 -
90
FAC species 105
x 3 -
315
FACU species 35
x 4 -
140
UPL species 0
x 5 -
0
Column Totals: 185
(A)
545 (B)
Prevalence Index = B/A = 2.946
Hydrophytic Vegetation Indicators:
❑ Rapid Test for Hydrophytic Vegetation
© Dominance Test is > 50%
© Prevalence Index is :53.0 1
❑ Morphological Adaptations 1 (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 present unless disturbed or problematic.
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 (DISH),
regardless of height.
Sapling/shrub stratum - Consists of woody plants, excluding
vines, less than 3 in. DBH and greater than 3.28 ft (1 m) tall.
Herb 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 to 6 m) in height.
Herb stratum - Consists of all herbaceous (non -woody) plants,
Including herbaceous 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
Vegetation
Present? Yes * No O
'Indicator 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

wu oampuny ruun; Wio wet
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Type 1 Loc2 Texture Remarks
0-16 10YR 5/2 80 7.SYR 3/4 20 C M Loam
0
1 Type: 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 Soils3:
❑ Histosol (Al)
❑ Dark Surface (S7)
❑ 2 cm Muck (A30) (MLRA 147)
❑ Histic Epipedon (A2)
❑ Polyvalue Below Surface (S8) (MLRA 147,148)
❑ Black Histic (A3)
El Thin Dark Surface (S9) (MLRA 147, 148)
❑ Coast Prairie Redox (A16)
© Hydrogen Sulfide (A4)
❑ Loamy Gleyed Matrix (F2)
(MCRA 147,148)
❑ Piedmont Floodplain Soils (F19)
❑ Stratified Layers (AS)
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 (Ail)
❑ 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 (1`13) (MLRA 136, 122)
El Sandy Redox (SS)
El Piedmont Floodplain Soils (F19) (MLRA 148)
3 Indicators of vegetation and
❑ Stripped Matrix (S6)
❑ Red Parent Material (F21) (MLRA 127, 147)
wetland hydrorologylogy must be present,
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
Hydric Soil Present? Yes * No 0
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

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 Floodplain Maps

Forsyth Co., North Carolina
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8 se
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Service Layer Credits: Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Figure 1
Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors,
Project Location Map
PCHWE Piedmont 0 1 2 M118S Line 326 DOT Relocation Project- Phase
Natural Gas Piedmont Natural Gass
Energy that showsForsyth County, North Carolina
' 0 4,000 8,000 Feet
June 2019

Skye Abbey Ln
cca
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m
Prestwlek Ln rl
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A
n
Access Road
MaPw eli. Or
Project Area
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-0
o`
"gwlan ltd
a'
Service Layer Credits: Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, Figure 2
MET], Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, © OpenStreetMap contributors, and the
Project Overview Map
FKXW31 0111 Piedmont Line 326 DOT Relocation Project- Phase
Natural Gas Piedmont Natural Gass
Forsyth County, North Carolina
Energy that shows' 0 500 1,000 Feet
June 2019
m
V
ZiU"•`
Tickle 1
n Slane"rbe
4' 3
E �
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6
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-0
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a'
Service Layer Credits: Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, Figure 2
MET], Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, © OpenStreetMap contributors, and the
Project Overview Map
FKXW31 0111 Piedmont Line 326 DOT Relocation Project- Phase
Natural Gas Piedmont Natural Gass
Forsyth County, North Carolina
Energy that shows' 0 500 1,000 Feet
June 2019

Service Layer Credits: Esri, HERE, Garmin, (c) OpenStreetMap contributors Figure 3 - 1
Copyright:© 2013 National Geographic Society, i -cubed g
FK* ra' Piedmont
Natural Gas(D
Energy that shows- 0 200 400 Feet
USGS Topographic Map
Line 326 DOT Relocation Project - Phase II
Piedmont Natural Gas
Forsyth County, North Carolina
June 2019

t
.e
0i
� Access Road - Stream
® Project Area ® Wetland
® HDD
• Upland DP
• Wetland DP
Service Layer Credits: Esri, HERE, Garmin, (c) OpenStreetMap contributors
Copyright:© 2013 National Geographic Society, i -cubed
yr�
I!
40
--
0007
Figure 3 - 2
USGS Topographic Map
IW. �O
MYPiedmont Line 326 DOT Relocation Project- Phase II
Natural Gas Piedmont Natural Gas
e erev chat snows, Forsyth County, North Carolina
:) 0 200 400 Feet June 2019

Service Layer Credits: Esri, HERE, Garmin, (c) OpenStreetMap contributors Figure 4 - 1
Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID,
USFWS NWI Map
PCNNr.31 10111Piedmont Line 326 DOT Relocation Project- Phase 11
Natural Gas Piedmont Natural Gass
(D
Energy that ShCWV Forsyth County, North Carolina
0 200 400 Feet June 2019

Service Layer Credits: Esri, HERE, Garmin, (c) OpenStreetMap contributors Figure 4 - 2
Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID,
USFWS NWI Map
Line 326 DOT Relocation Project -Phase
Piedmont Natural Gass
5W.
Forsyth County, North Carolina
June 2019
�O
NO
Piedmont
Natural Gas
]�
Energy that sh."S.
0 200 400 Feet

Service Layer Credits: Esri, HERE, Garmin, (c) OpenStreetMap contributors Figure 5 - 1
Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID,
NRCS Soil Map
Piedmont Line 326 DOT Relocation Project -Phase
Natural Gas
Piedmont Natural Gass
Forsyth County, North Carolina
(D Energy that shows' Forsyth
200 400 Feet
June 2019

Service Layer Credits: Esri, HERE, Garmin, (c) OpenStreetMap contributors Figure 5 - 2
Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID,
NRCS Soil Map
Line 326 DOT Relocation Project- Phase II
Piedmont Natural Gas
FW Forsyth County, North Carolina
June 2019
4 0Natural
r6III
Piedmont
Gas
0 200 400 Feet

r�
F
FTT
Wetland 13
,.� '' �r
C3Project Area ® Wetland ® Laydovm Yard
® HDD i Access Road ® Temporary Construction Easement
- Stream
Service Layer Credits: Copyright:© 2013 National Geographic Society, i -cubed
Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID,
tA�
a
Permanent Impact:
Wetland 13: 0.01 acre
Temporary Impact:
Wetland 13: 0.0003 acre
IT
0 50 Feet
Figure 6 - 1
Waters Impact Map
FbC* r6111 Piedmont
Line 326 DOT Relocation Project -Phase
Natural Gas Piedmont Natural Gass
Energy that shows' Forsyth County, North Carolina
0 200 400 Feet June 2019

Service Layer Credits: Copyright:© 2013 National Geographic Society, i -cubed Figure 6 - 2
Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID,
Waters Impact Map
POMPiedmont
Line 326 DOT Relocation Project -Phase s Piedmont Natural Gas
Natural Gas() Forsyth County, North Carolina
Energy that shows, 0 200 400 Feet
June 2019

Temporary Impact:
Perennial Stream 3:
54 linear feet
4.
rw
+, {, }+r ;1 r : {: . r•J 1 ` `*! 0 50 Feet e
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Access Road
Service Layer Credits: Copyright:© 2013 National Geographic Society, i -cubed
Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID,
Piedmont
Natural Gas
Energy that showy• 0 200 400 Feet
al',
Figure 6 - 3
Waters Impact Map
Line 326 DOT Relocation Project - Phase II
Piedmont Natural Gas
Forsyth County, North Carolina
June 2019
r I
yI JINX
— V-1.11 V t.1'
r r
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/
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Temporary Impact:
Perennial Stream 3:
54 linear feet
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rw
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Access Road
Service Layer Credits: Copyright:© 2013 National Geographic Society, i -cubed
Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID,
Piedmont
Natural Gas
Energy that showy• 0 200 400 Feet
al',
Figure 6 - 3
Waters Impact Map
Line 326 DOT Relocation Project - Phase II
Piedmont Natural Gas
Forsyth County, North Carolina
June 2019

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Service Layer Credits: Esri, HERE, Garmin, (c) OpenStreetMap contributors Figure 7 - 1
Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID,
FEMA Floodplain Map
� 0 011 Piedmont Line 326 DOT Relocation Project -Phase
Natural Gas Piedmont Natural Gass
(D
Forsyth County, North Carolina
Energy that shows' 0 200 400 Feet June 2019

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Figure 7 - 2
FEMA Floodplain Map
Line 326 DOT Relocation Project - Phase II
Piedmont Natural Gas
Forsyth County, North Carolina
June 2019
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Natural Gas
Energy that shows' 0 200 400 Feet
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Figure 7 - 2
FEMA Floodplain Map
Line 326 DOT Relocation Project - Phase II
Piedmont Natural Gas
Forsyth County, North Carolina
June 2019

Attachment C. Project Photographic Log

Attachment: C Line 326 DOT Relocation Project — Phase 2
Photograph Log 11.26.2018
Photograph 1: Looking Northwest at PS3
Photograph 3: Looking West at WL7
Photograph 2: Looking West at PS6
Photograph 4: Looking West at WL8
y ...
5
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ICILL .• ,, p .
Photograph 4: Looking West at WL8

Attachment: C Line 326 DOT Relocation Project — Phase 2
Photograph Log 11.26.2018
Photograph 5: Looking West at IS9
Photograph 6: Looking West at ISI 1
Photograph 7: Looking Northwest at WL13

Attachment D. IPaC Trust Resources Report

5/21/2019 INC: Explore Location
IPaC U.S. Fish & Wildlife Service
IPaC resource list
This report is an automatically generated list of species and other resources such as critical habitat
(collectively referred to as trust resources) under the U.S. Fish and Wildlife Service's (USFWS)
jurisdiction that are known or expected to be on or near the project area referenced below. The list
may also include trust resources that occur outside of the project area, but that could potentially be
directly or indirectly affected by activities in the project area. However, determining the likelihood
and extent of effects a project may have on trust resources typically requires gathering additional
site-specific (e.g., vegetation/species surveys) and project -specific (e.g., magnitude and timing of
proposed activities) information.
Below is a summary of the project information you provided and contact information for the USFWS
office(s) with jurisdiction in the defined project area. Please read the introduction to each section
that follows (Endangered Species, Migratory Birds, USFWS Facilities, and NWI Wetlands) for
additional information applicable to the trust resources addressed in that section.
m
Location \0e
Forsyth County, North Carolina
+: R,•,
0
C)
Local office
Asheville Ecological Services Field Office
t. [phone]
10 [phone]
160 Zillicoa Street
Asheville, NC 28801-1082
http://www.fws.gov/nc-es/es/countyfr.html
https://ecos.fws.gov/ipac/location/OICQTNRZ2VGZLFTFOWIU5Q5SQQ/resources 1/12
iO II
.
Y'
� Mtpn runt
Local office
Asheville Ecological Services Field Office
t. [phone]
10 [phone]
160 Zillicoa Street
Asheville, NC 28801-1082
http://www.fws.gov/nc-es/es/countyfr.html
https://ecos.fws.gov/ipac/location/OICQTNRZ2VGZLFTFOWIU5Q5SQQ/resources 1/12

5/21/2019 IPaC: Explore Location
Endangered species
This resource list is for informational purposes only and does not constitute an analysis of
project level impacts.
The primary information used to generate this list is the known or expected range of each species.
Additional areas of influence (AOI) for species are also considered. An AOI includes areas outside of
the species range if the species could be indirectly affected by activities in that area (e.g., placing a
dam upstream of a fish population, even if that fish does not occur at the dam site, may indirectly
impact the species by reducing or eliminating water flow downstream). Because species can move,
and site conditions can change, the species on this list are not guaranteed to be found on or near
the project area. To fully determine any potential effects to species, additional site-specific and
project -specific information is often required. e—IN,
4
Section 7 of the Endangered Species Act requires Federal agencies to "request of the Secretary
information whether any species which is listed or proposed to be listed may be present in the area
of such proposed action" for any project that is conducted, permitted, funded, or licensed by any
Federal agency. A letter from the local office and a species list which fulfills this requirement can
only be obtained by requesting an official species list from either the Regulatory Review section in
IPaC (see directions below) or from the local field office directly.
For project evaluations that require USFWS concurrence/review, please return to the IPaC website
and request an official species list by doing the following:
1. Draw the project location and click CONTINUE.
2. Click DEFINE PROJECT.
3. Log in (if directed to do so)
4. Provide a name and description for your project.
5. Click REQUEST SPECIES LIST.
Listed species! and their critical habitats are managed by the Ecological Services Program of the U.S.
Fish and Wildlife Service (USFWS) and the fisheries division of the National Oceanic and Atmospheric
Administration (NOAA Fisheries).
Species and critical habitats under the sole responsibility of NOAA Fisheries are not shown on this
list. Please contact NOAA Fisheries for species under their jurisdiction.
1. Species listed under the Endangered Species Act are threatened or endangered; IPaC also shows
species that are candidates, or proposed, for listing. See the listing status page for more
information.
2. NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an office of the
National Oceanic and Atmospheric Administration within the Department of Commerce.
The following species are potentially affected by activities in this location:
Mammals
NAME STATUS
https://ecos.fws.gov/ipac/location/OICQTNRZ2VGZLFTFOWIU505SQQ/resources 2/12

5/21/2019
IPaC: Explore Location
Northern Long-eared Bat Myotis septentrionalis Threatened
No critical habitat has been designated for this species.
https://ecos.fws.gov/ecp/species/9045
Flowering Plants
NAME STATUS
Small-anthered Bittercress Cardamine micranthera Endangered
No critical habitat has been designated for this species.
https://ecos.fws.gov/ecp/species/3462
Critical habitats
Potential effects to critical habitat(s) in this location must be analyzed along with the end g
species themselves.
THERE ARE NO CRITICAL HABITATS AT THIS LOCATION.
Migratory birds
Certain birds are protected under the Migratory Bird Treaty Acts and the Bald and Golden Eagle
Protection ActZ.
Any person or organization who plans or conducts activities that may result in impacts to migratory
birds, eagles, and their habitats should follow appropriate regulations and consider implementing
appropriate conservation measures, as described below.
1. The Migratory Birds Treaty Act of 1918.
2. The Bald and Golden Eagle Protection Act of 1940.
Additional information can be found using the following links:
Birds of Conservation Concern http://www.fws.gov/birds/management/managed-species/
birds-of-conservation-concern.php
Measures for avoiding and minimizing impacts to birds
http://www.fws.gov/birds/management/project-assessment-tools-and-guidance/
conservation-measures.php
Nationwide conservation measures for birds
http://www.fws.gay/m gratorybirds/pdf/management/nationwidestandardconservationmeasures.pdf
The birds listed below are birds of particular concern either because they occur on the USFWS Birds
of Conservation Concern (BCC) list or warrant special attention in your project location. To learn
more about the levels of concern for birds on your list and how this list is generated, see the FAQ
below. This is not a list of every bird you may find in this location, nor a guarantee that every bird on
this list will be found in your project area. To see exact locations of where birders and the general
https://ecos.fws.gov/ipac/location/OICQTNRZ2VGZLFTFOWIU5Q5SQQ/resources 3/12

5/21/2019
IPaC: Explore Location
public have sighted birds in and around your project area, visit the E -bird data mapping tool (Tip:
enter your location, desired date range and a species on your list). For projects that occur off the
Atlantic Coast, additional maps and models detailing the relative occurrence and abundance of bird
species on your list are available. Links to additional information about Atlantic Coast birds, and
other important information about your migratory bird list, including how to properly interpret and
use your migratory bird report, can be found below.
For guidance on when to schedule activities or implement avoidance and minimization measures to
reduce impacts to migratory birds on your list, click on the PROBABILITY OF PRESENCE SUMMARY at
the top of your list to see when these birds are most likely to be present and breeding in your
project area.
NAME
BREEDING SEASON (IFA
.............. ................................................................
BREEDINGSEASON IS INDICATED
............................................................................................................
FOR A BIRD ON YOUR LIST, THE
BIRD MAY BREED IN YO
........................................................................ ........
PROIECT AREA SONE E XTN
THETIMEFRAM SPKIRfi[P;"
................................................... _.............
WHIC IS ERIC l.BE...IRA . L
..........................
E TE E DATES INSIDE ......
HIC H
....................................BIRD...........................BREEDS..........................
...............................................................................
SS ITS ENTIRE RANGE.
........................................................................................
"BREEDS ELSEWHERE" INDICATES
............................................................................................................
THAT THE BIRD DOES NOT LIKELY
.............................................................................................................
BREED IN YOUR PROJECT AREA.)
Bald Eagle Haliaeetus leucocephalus Breeds Sep 1 to Jul 31
This is not a Bird of Conservation° rice(BI) in this area, but
warrants attention because of fhelagle Act or for potential
susceptibilities in offshore are -0 from certain types of development
or activities.
+ ._<,..
https://ecos.fws.gov ecp/species/1626
N
Blue -winged Warbler Vermivora pinus Breeds May 1 to Jun 30
This is a Bird of Conservation Concern (BCC) only in particular Bird
Conservation Regions (BCRs) in the continental USA
Cerulean Warbler Dendroica cerulea Breeds Apr 28 to jul 20
This is a Bird of Conservation Concern (BCC) throughout its range in
the continental USA and Alaska.
httpa-//ecos.fws.gov/ecp/species/2974
Eastern Whip -poor -will Antrostomus vociferus Breeds May 1 to Aug 20
This is a Bird of Conservation Concern (BCC) throughout its range in
the continental USA and Alaska.
Kentucky Warbler Oporornis formosus Breeds Apr 20 to Aug 20
This is a Bird of Conservation Concern (BCC) throughout its range in
the continental USA and Alaska.
https://ecos.fws.gov/ipac/location/OICQTNRZ2VGZLFTFOWIU5Q5SQQ/resources 4/12

5/21/2019 IPaC: Explore Location
Prairie Warbler Dendroica discolor
This is a Bird of Conservation Concern (BCC) throughout its range in
the continental USA and Alaska.
Prothonotary Warbler Protonotaria citrea
This is a Bird of Conservation Concern (BCC) throughout its range in
the continental USA and Alaska.
Red-headed Woodpecker Melanerpes erythrocephalus
This is a Bird of Conservation Concern (BCC) throughout its range in
the continental USA and Alaska.
Rusty Blackbird Euphagus carolinus
This is a Bird of Conservation Concern (BCC) throughout its range in
the continental USA and Alaska.
Wood Thrush Hylocichla mustelina
This is a Bird of Conservation Concern (BCC) throughout its range in
the continental USA and Alaska.
Probability of Presence Summary
Breeds May 1 to jul 31
Breeds Apr 1 to Jul 31
Breeds May 10 to Sep 10
Breeds elsewhere
Breeds m4I31
;Y�io g
The graphs below provide our best understanding of when birds of concern are most likely to be
present in your project area. This information can be used to tailor and schedule your project
activities to avoid or minimize impacts to birds. Please make sure you read and understand the FAQ
"Proper Interpretation and Use -_of Your Migratory Bird Report" before using or attempting to
interpret this report.
Probability of Prese
Each green bar repres nts the bird's relative probability of presence in the 10km grid cell(s) your
project overlaps during a particular week of the year. (A year is represented as 12 4 -week months.)
A taller bar indicates a higher probability of species presence. The survey effort (see below) can be
used to establish a level of confidence in the presence score. One can have higher confidence in the
presence score if the corresponding survey effort is also high.
How is the probability of presence score calculated? The calculation is done in three steps:
1. The probability of presence for each week is calculated as the number of survey events in the
week where the species was detected divided by the total number of survey events for that
week. For example, if in week 12 there were 20 survey events and the Spotted Towhee was
found in 5 of them, the probability of presence of the Spotted Towhee in week 12 is 0.25.
2. To properly present the pattern of presence across the year, the relative probability of presence
is calculated. This is the probability of presence divided by the maximum probability of presence
across all weeks. For example, imagine the probability of presence in week 20 for the Spotted
Towhee is 0.05, and that the probability of presence at week 12 (0.25) is the maximum of any
week of the year. The relative probability of presence on week 12 is 0.25/0.25 = 1; at week 20 it is
0.05/0.25 = 0.2.
https://ecos.fws.gov/ipac/location/OICQTNRZ2VGZLFTFOWIU5Q5SQQ/resources 5/12

Attachment E. Erosion and Sediment Control Plans

LINE 326 REPLACEMENT - PHASE 2
FORSYTH COUNTY, NORTH CAROLINA
SHEETINDEX
_ BEGIN 6' PIPELINE SHEET DRAWING NO. DRAWING TITLE
EX. PERMANENT Ae 7 4i 1 PNG-63260001006 COVER SHEET 6 SHEET INDEX
ACCESS ROAD ! 2 PNG-632640001006 GENERAL NOTES
p �.l 3 PNG-63264)001007 ABBREVIATIONS 6 LEGEND
4 PNG-632&0001026 ALIGNMENT SHEET STA D-OO T024-50
5 PNG-C-32&OD01027 ALIGNMENT SHEET STA 24.50 TO 42-50
i 8 PNGG325-0007026 ALIGNMENT SHEET STA 45-507062-50
PNG6325-OW1052 ALIGNMENT SHEET STA 62-50 7077-61
js 6 PNG-C-3260001053 PIPELINE REMOVA I_ tl
S
9 PNG-C320-0001029 HDD DETAIL
J 10 PNG-C-32&0001030 TYP WORKSPACE CM 1 _.
11 PNG-63280001031 TYP WORKSPACE CM 2 d 3
12 PNG-63260001032 TYP WORKSPACE CM 4 (SHEET 1) —
/ F� 13 C� 2&
PNG-C-30001033 TYP WORKSPACE CM 4(SHEET 2) f 9Y 14 PNG-6326-0001034 CONSTRUCTION DETAILS
15 PNG-C-3260001035 TYPICAL DEWATERING DETAILS
16 PNG0.726-0001036 TRENCH AND PIS
17 PNG-C-326.0001037 FENCER ESTORATION DETAILS
MARTY DR I J 16 PNC-0326.0001036 TYPICAL BUOYANCY CONTROL DETAILS
2 w 1 ENO e' PIPELINE 19 PNCC-32&0001039 PIPELINE MARKER DETAILS
TEMP. ACCESS ROAD 20 PNGG32&0001041 ENVIRONMENTAL NOTES
PROPOSED 6-PIPELINE y 21 PNCC-326430(11043 ENVIRONMENTAL NOTES
--•+. 22 PNG-6328-0001044 ENVIRONMENTAL NOTES 3
4 23 PNG632&0001045 ENVIRONMENTAL NOTES 4
pim 24 PNG•C32&0001047 ENVIRONMENTAL NOTES
25 PNGC326-0001046 ENVIRONMENTAL NOTES
492018 MI so Cory ,ion ::2ula D,WIGIo OCNES(2018) DistbE ,AIH)VS DS 26 PNGG3250007049 ENVIRONMENTAL NOTES?
27 PNGG3260001050 NCG01 SELF-INSPECTION a REPORTING
28 PNG63280501051 NCG01 GROUND
a MATERIALS
MAP z7 PNcMazfi000l000 ABBREvIATIONS&SYM)oLs
28 PNG#432&0001007 ABBREVIATION II
29 PNG-M328-0OO1002 ABBREVIATIONS a SYMBOLS
30 PNG-M326-0001003 PROCESS FLOW DIAGRAM
31 PNG-M-326-0001004 BILL OF MATERIALS
32 PNGM-3260001005 STOPPLE BYPASS TIE-IN POINT 1 SITE PLAN
33 P14",326-0001006 STOPPLE BYPASS TIE-IN POINT 2 SITE PLAN
34 PNGM-328-0001007 TIE-IN POINT 1 - ENLARGEO PLAN
35 PNG-M-3263001008 TIE-IN POINT 2-ENLARGED PLAN
36 PNG-1VI326-0001009 SECTIONS
FORSYTH
COUNTY
PWAOY1FWIY
3%1FYRHAYL4ESIAIETN
AG404"REECOTM GA3w
C-IBD
6009�_PCOM
PROPPoETARY a CONFIDENTIAL ALL RIGHTS RESERVED-DO NOT SCALE THIS DRAWING- USE DIMENSIONS ONLY REF. OWG(S)
PIEDMONT'S NATURAL GPS FACLITY DRAWINGS ARE CONSIDERED �ONFIDENTML (041095)DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE 'TO WSURE THERE IS NO WSKOF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER CORES OF TM DRAWING MUST BE DESTROYED 14ACCORDANCE WRH RECORDS a INFO. MANAGEMENT (RIM) POUCY 1001
-11- �B of LINE 326 REPLACEMENT — PHASE 2 SHEET(S) DWG SCALE AS SHONM
A 1-11-2079 ISSUED FOR 30% SUBMITTAL acnm Vf SF BG AREA CODE 2100
B -1&2019 ISSUED FOR BO'% SUBMITTAL VN KGUBMGACCOUNT NUMBER 10700 DWG DATE 0,1„/4419 SUPHGEOED
C 1&2019 ISSUEDF0R90%SUBMfifAL VN KGU ER PROJECT NUMBER 0216810 5m �aIM13Y. � I COVER SHEET & DRAWING INDEX
D 21-2079 IS3UED FOR BID VN KGU ER MWING BY Vf
e�ncr. Natural Gas FORSYTH COUNTY, NC PNG—G-326-00010051 D
STATION ID
";YfSAOYY.B.G9U1S6YPF-
I I PECIUERIN[TTALS I BE YICRfON3MEY RESOURCE CENTER WNSTONSALm NC
pOIK/AEgAYI fBn61ALKMAlNI

GENERAL NOTES
1. ALL TOPSOIL AND EXCAVATED MATERIAL SHALL BE STOCKPILED ON SITE N AN AREA APPROVED BY PNG.
2, EXCESS MATERIAL IS DEFINED AS ANY MATERIAL BROUGHT TO THE SITE BY THE CONTRACTOR OR GENERATED DURING DEMOLITION.
WHICH IS NOT USED FOR CONSTRUCITON OF THE PROJECT. ALL EXCESS MATERIAL PRODUCED BY THE CONTRACTORS OPERATIONS SHALL
BE DISPOSED OF IN ACCORDANCE WITH LOGY, COUNTY, STATE, AND FEDERAL REGULATIONS AT NO COST TO THE OWNER.
3. THE CONTRACTOR SHALL COMPLY WITH ALL CITY, COUNTYSTATE, AND FEOERAL GUIDELINESJREGULATIONS APPLICABLE TO
CONSTRUCTION OF THIS SITE,
C EXISTING CONDITIONS WERE TAKEN FROM.
A TOPOGRAPHIC SURVEY PERFORMED BY ENCOMPASS SERVICES: (832) 6314066
AN ENVIRONMENTAL SURVEY PERFORMED BY POND 6 COMPANY (678) 3361140
S GEOTECHNICAL ENGINEERING REPORTS PREPARED BY INTERTEK PSI; (704) 5962234. APPROXIMATE BOREHOLE LOCATIONS HAVE BEEN
SHOWN ON THE PLANS.
6. LOCATIONS OF EXISTING UNDERGROUND UTILITIES AND SITE IMPROVEMENTSARE APPROXIMATE. ACTUAL EXISTING CONDITIONS MAY
VARY FROM WHAT IS REPRESENTED IN THESE DRAWINGS. CONTRACTOR SHALL IDENTIFY EXALT LOCATIONS IN THE FIELD PRIOR TO
EXCAVATION BY CONTACTING NORTH WOLIM811 AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID DAMAGE TO EXISTING UTILITIES
AND SITE IMPROVEMENTS. SOME UTILITIES AND SITE IMPROVEMENTS MAY NOT BE SHOWN. CONTRACTOR SMALL NOTIFY OWNER OF ANY
DISCREPANCIES PRIOR TO CONSTRUCTION,
7. ALL BACKFILL AND FILL MATERIAL SHALL BE FREE OF ORGANIC MATTER AND WASTE
B. WORK MOUND THE EXISTING UTILITIES, DRAINAGE SYSTEMS, AND SITE IMPROVEMENTS SHALL BE PERFORMED IN A MANNER THAT WILL
AVOID DAMAGES TO THE UTILITIES, STORM DRAINAGE, SITE IMPROVEMENTS. AND PAVEMENT PRIOR TO COMMENCING WITH WORK THE
CONTRACTOR SHALL ACCURATELY LOCATE OR GET THE APPROPRIATE UTILITY COLPMY TO LOCATE ABOVE AND BELO. GROUND
UTILITIES WHICH MAY BE AFFECTED BY THE WORK, RIE CONTRACTOR SMALL PROTECT ALL UTILITIES. STORM DRAINAGE, SITE
IMPROVEMENTS, AND PAVEMENTS NOT DESIGNATED FOR REMOVAL, RELOCATION, ORTREPACEMENT IN THE COURSE OF THE
CONSTRUCTION. MY EXISTING UTILITIES. STORM DRAINAGE, OR SITE IMPROVEMENTS DAMAGED BY THE CONTRACTOR SNAIL BE
REPAIRED TO THE SATISFACTION OF THE UTILITY COMPANIES IMMEDIATELY AT NO EXPENSE TO THE OWNER OR ENGINEER
FURTHERMORE, IF THE PROPOSED CONSTRUCTION NECESSITATES THE DISCONNECTION OR RELOCATION OF MY UTILITY OR STORM
DRAINAGE SYSTEM, MEN THE REPLACEMENT UTILITY INFRASTRUCTURE SHALL BE IN PLACE AND FULLY FUNCTIONAL, PRIOR TO THE
DISCONNECTION OF SAID UTILITY. PLEASE NOTE THAT LOCATING ALL UNDERGROUND FACILITIES IS THE CONTRACTORS RESPONSIBILITY.
9. ALL DIMENSIONS ARE TAKEN FROMM EDGE OF PAVEMENT, CENTERLINE OF UTILITY OR EDGE OF EASEMENT UNLESS OTHERWISE NOTED.
10. MATCH ALL NEW PAVEMENT FLUSH WITH EXISTING PAVEMENT. UNLESS OTHERWISE NOTED. NEW PAVEMENT TO BE INSTAUED ACCORDING
TO THE REQUIREMENTS OF THE AUTHORITY WITH JURISDICTION.
11. SI TE CONTRACTOR SHALL VERIFY ALL COORDINATES AND DIMENSIONAL INFORMATION PRIOR TO CONSTRUCTION. BRING ANY
DISCREPANCIES WITH LAYOUT TO ATTENTION OF OWNER PRIOR TO STARTING CONSTRUCTION.
12. ALL TRAFFIC SIGNS AND PAVEMENT MARKINGS SHALL BEN A.CCONDMGE WITH THE'MMUAL ON UNIFORM TRAFFIC CONTROL DEDUCES'
(MUTCD),LAIEST EDITION.
13. CONTRACTOR SPALL PROVIDE TEST PLM AND COORDINATE WITH PHI PRION TO ALLTESTS.
14. UNIESSSPECIFICALI SHOWN OTHERWISE ON THE DRAWINGS. CONTRACTOR SHALL MAINTAIN A MINIMUM 5'x' OFFSET FROM PROPERTY
LINES AND FROM EDGE OF PAVEMENT (EXCLUDING FOR ROM AND PROPERTY LINE CROSSINGS). ALL CONSTRUCTION METHODS AND
MATERIALS SHALL CONFORM TO THE CURRENT SPECIFICATIONS AND STANDARDS OF PIEDMONT NATURAL GAS.
15. ALL WORK SHALL BE IN COMPLIANCE WITH OSHA TIRE 29 OF THE CODE OF FEDERAL REGULATIONS, AND All OTHER FEDERAL STATE AND
LOCA LAWS AND REGULATIONS.
16. THE GAS MAN SH ALL BE INSTALLED W AS TO PROVIDE A MINIMUM OF TWENTY FOUR (24) INCHES OF CLEARANCE TO ALL OTHER
UNDERGROUND UTILITIES AND STRUCTURES. WHERE THIS IS NOT POSSIBLE, APPROPRIATE PROTECTION SHALL BE INSTALLED.
17. ALL DRAINAGE PIPES AND STRUCTURES SHALL BE CLEANED OF DEBRIS AND ERODED MATERIALS RESULTING FROM CONSTRUCTION. THESE
PIPES AND STRUCTURES SHALL BE MAINTAINED CLEAN DURING THE PERIOD OF CONSTRUCTION.
18. ALL DISTURBED SLOPES SHALL BE RESTORED TO EXISTING GRADES AND STABILIZED AS INDICATED ON THE PLANS HEREIN.
19. IT IS PING POLICY NOT TO LEAVE STOPPLES IN LINE UNATTENDED. CONTRACTOR SHOULD PIM AND SCHEDULE TIE-INS AT EACH SDE FOR 1
DAY DURATION.
20. ACCESS DRIVEWAY INFORMATION IS FOR INFORMATION ONLY, CONTRACTOR TO COORDINATE WITH PHI FOR ACCESS PERMISSIONS AND
REQUIREMENTS.
21. PROPOSED PIPE LOCATIONS SHOWN ARE AS FIELD IDENTIFIED BY PHIS MO ARE BASED ON EVALUATION OF ABOVE GROUND FEATURES.
THE FOAL ALIGNMENT AND LOCATION OF PIPE SHALL BE DETERMINED BY PHI AND ITS DESIGNATED INSPECTOR(S).
22. CONTRACTOR TO VEMFY WETLANDS HAVE BEEN PERMITTED AND MITIGATED PRIOR TO ACCESSING ANY WETLAND MEAS.
SITE NOTES
1. CONTRACTOR SHALL REPAIR ALL DAMAGE TO EXISTING FEATURES (PAVEMENT, CURBS, WALK$, DRIVEWAYS, YARDS, LANDSCAPING, ETC.)
TOA UNE NEW CONOTION AT NO ADDITIONAL COST TO THE OWNER
2. ALL TRENCHES CUT IN EXISTING ROADS OR DRIVES SHALL UTILIZE A CLEAN SAW CUT AND SHALL BE BACKFILLED (100%) TO FINAL
SUBGRAOE ACCORDING TO THE AUTHORITY HAVING JURISDICTION'S REQUIREMENTS.
3. CONCRETE FOR CURBS AND SIDEWALKS SHALL BE 3500 PSI CONCRETE.
4. ANY WORK UNACCEPTABLE TO THE OWNER'S REPRESENTATIVE, TO LOGY REPRESENTATIVE, OR TO UTILITY REPRESENTATIVE SHALL BE
REPAIRED OR REPLACED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER
5. ALL PAVEMENT MATERIALS AND CONSTRUCTION SMALL CONFORM TO TME AUTHORITY STANDARD DRAWINGS AND SPECIFICATIONS.
6. ALL PAVEMENT STRIPING SHALL BE THERMOPLASTIC OR APPROVED ALTERNATIVE.
GRADING NOTES
I, PROPER TEMPORARY AND PERMANENT MEASURES SHALL BE USED TO CONTROL EROSION AND SEDIMENTATION IN ACCORDANCE WITH ALL
LOCAL, STATE MD FEDERAL REGULATIONS. ALL EROSION AND POLLUTION CONTROL DEVICES AND MEASURES SI -ALL BE CONSTRUCTED,
INSTALLED, MAINTAINED. AND REMOVED BY THE CONTRACTOR IN ACCORDANCE WITH ALL APPLICABLE FEDERAL. STATE. AND LOCAL LAWS.
REGULATIONS, ORDINANCES, AND POLICIES.
2. MULCH AND SEED ALL DISTURBED AREAS AS SOON AS POSSIBLE AFTER FINAL GRADING IS COMREIED, UNLESS OTHERWISE INDICATED.
CONTRACTOR SHALL TAKE WHATEVER MEMS NECESSARY TO ESTABLISH PERMANENT SOIL STABILIZATION.
3, PROVIDE TEMPORARY COVSTRUCTIW ACCES$(ES)AT THE POINTS) WHERE CONSTRUCTION VEHICLES ENT TME CONSTRUCTION AREA
MAINTAN PUBLIC ROADWAYS FREE OF TRACKED MUD AND HART.
4. THECONTRACTORSHALL CHECKALL EXISTING GRADES AND DIMENSIONS IN THE FIELD PRIOR TO BEGINNING WORN AND REPORT ANY
DISCREPANCIES TO THE ENGINEER
5, THE CONTRACTOR SHALL COMPLY WITH ALL PERTINENT PROVISIONS OF THE MANUAL OF ACCIDENT PREVENTION AND CONSTRUCTION
ISSUED BY AGC OF AMERICA INC. AND THE SAFETY AND MEATH REGULATIONS OF CONSTRUCTION ISSUED BY THE U.S. DEPARTMENT OF
LABOR.
6. NO VEGETATION OR TREES OUTSIDE OF TINE PERMANENT EASEMENT AND TEMPORARY WORKSPACES SHALL BE DISTURBED OR REMOVED.
7. STRIP TOPSOIL FROM ALL CUT AND FILL AREAS AND STOCKPILE UPON COMPLETION OF GENERAL GRADING DISTRIBUTE TOP SOIL OVER ALL
DISTURBED AREAS. TO A MINIMUM DEPTH OFF, CONTRACTOR SHALL SUPPLY ADDITIONAL TOP SOIL IF INSUFFICIENT QUANTITIES EXIST ON
SITE,
8, POSITIVE DRAINAGE SHALL BE ESTABUSHED AS THE FIRST ORDER OF WORKAND SHALL BE MAINTAINED AT ALL TIMES DURING AND AFTER
CONSTRUCTION. SOIL SOFTENED BY PERCHED WATER IN FOUNDATION AND PAVEMENT AREAS MUST BE UNDERCUT AND REPLACED WITH
SUITABLE FILL MATERIALS APPROVED BY A GEOTECHNICAL ENGINEER GROUNDWATER INFILTRATION INTO EXCAVATIONS SHOULD BE
EXPECTED, AND THE WATER SHALL BE REMOVED USING GRAVITY DRAINAGE OR PUMPING.
9. THE LOCATION OF ALL DIVERSION SWALES AND DITCHES SHAIL BE FIELD ADJUSTED TO AVOID TREES AS MUCH AS POSSIBLE THE
CONTRACTOR SHALL WALK THE ALIGNMENT OF THESE FINALES AND CACHES IN THE FIELD TO VERIFY AVOIDANCE OF TREES.
10. STOCKPILED TOPSOIL OR FILL MATERIAL IS M BE CONTAINED SO SEDIMENT RUNOFF WILL NOT CONTAMINATE SURROUNDING MEAS OR
ENTER NEARBY STREAMS.
11. ANY SITE USED FOR DISPOSAL ANGOR STOCKPILE OF ANY MATERIAL SHALL BE PROPERLY PERMITTED FOR SUCH ACTIVITY, ITIS THE
RESPONSIBILITY OF THE CONTRACTOR TO SEE THAT ALL REWIRED PERMITS ARE SECURED FOR EACH PROPERTY UTILIZED. A COPY OF
THE APPROVED PERMIT MUST BE PROVIDED TO THE INSPECTOR PRIOR TO COMMENCEMENT OF WORK ON ANY PROPERTY. FAILURE TO DO
SO MAY RESULT IN THE CONTRACTOR REMOVING MY ILLEGALLY PLACED MATERIAL AT HIS OWN EXPENSE.
12, AFTER STRIPPING TOPSOIL AT STATION SITES, PROOF ROLL EXPOSED SUBGRADE WITH A LOADED TRUCK TO IDENTIFY UNSTABLE SOILS.
STABILIZE UNSTABLE MEAS BY UNDERCUTTING AND REPLACING UNSTABLE MATERIALS WITH COMPACTED SELECT MATERIAL
13. ALL FILL SHALL BE FREE OF ALL ORGANIC MATTER TRASH AND OTHER DELETERIOUS MATERIALS. CONTAINING NO ROCK FRAGMENTS
GREATER THIN 61NCHES IN MY ONE DIRECTION.
14. STRUCTURAL SOIL ALL SHALL HAVE A STANDARD PROCTOR MAXIMUM DRY DENSITY OF W POUNDS PER CUBIC FOOT(PCF)OR GREATER
AND A PLASTICITY INDEX (PL) OF 30 PERCENT OR LESS. ALL MATERIAL BEING USED AS SOIL FILL SHOULD BE TESTED AND APPROVED BY
OWNER BEFORE BEING PLACED.
15, PUCE AND COMPACT FILL IN ACCORDANCE WAR SPECFICATICNS,
16. PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN ARE FINISH GAME. PROPER ADJUSTMENT SHOULD BE MADE BY CONTRACTOR FOR
BEDPAN,
17. SHAPE ALL DITCHES ACCORDING TO TYPICAL SECTION OR SPECIAL DITCH DETAIL.
16. ONLY MATERIAL MEETING OWNERS REQUIREMENTS FOR EMBANKMENT MAY BE USED.
19. ALL EXCAVATION IS UNCLASSIFIED WITHOUT REGARD TO MATERIALS ENCOUNTERED. CONTRACTOR SHALL VISIT SITE AND DRAW HIS OWN
CONCLUSIONS TO CONDITIONS ENCOUNTERED. UNE AND GRADES SHOWN SHALL BE ACHIEVED WITHOUT ADDITIONAL COMPENSATION.
20. MY AREA THAT IS DISTURBED OUTSIDE LIMITS OF CONSTRUCTION WRING TINE UR OF THE PROJECT SHALL BE REPAIRED BY
CONTRACTOR AT HIS EXPENSE.
21. THE CONTRACTOR SHALL NOT DISPOSE OF MY MATERIAL EITHER ON OR OFF PROJECT SITE IN A REGULATORY FLOOD WAY AS DEFINED BY
THE FEDERAL EMERGENCY MANAGEMENT AGENCY WITHOUT APPROVAL BY SAME. ALL MATERIAL SHALL BE DISPOSED OF IN UPLAND
NON-WETLAND)AREASMO MOVE ORDINARY HIGH WATER OF MY ADJACENT WATERCOURSE. THIS DOES NOT ELIMINATE THE NEED TO
OBTAIN ANY OTHER LICENSES OR PERMITS THAT MAY BE REWIRED BY MY OTHER FEDERAL, STATE, OR LOCAL AGENCY FOR THE
CONSTRUCTION OF THIS PROJECT,
VARIATIONS IN PLAN OR PROFILE
1. THE CONTRACTOR SRW. MAINTAIN THE HORIZONTAL ALIGNMENT (PLAN VIEW) AS INDICATED ON THE PROJECT PVNS WITH A f FOOT
VARIANCE, UNLESS ADORIONAL DEVIATION IS APPROVED BY PNG.
2. CONTROL POINT ELEVATIONS SHOWN INDICATE THE MINIMUM COVER AND SHALL NOT BE REDUCED, THE CONTRACTOR MAY DRILL DEEPER
WTTIR THE APPROVALOF THE OWNER.
3. THE CONTRACTOR MAY REQUEST CHANGES TO THE PROPOSED VERTICAL AND HORIZONTALALIGNMENT OF THE INSTALLATION AND THE
LOCATION OF THE ENTRY MO EXIT POINTS FOR HDD BORES. PROPOSED CHANGES SMALL BE SUBMITTED TO THE OWNERANO RECEIVE
APPROVAL OF THE OWNER PRIOR TO STARTING THE EFFECTED ACTIVITY.
BORE PILOT HOLE REQUIREMENTS
1. THECONMCTORSHALL AT ALL TIMES PROVIDE AND MAINTAIN INSTRUMENTATION WHICH WILL ACCURATELY LOCATE THE PILOT NICE.
MEASURE DRILL STRING AXIAL AND TORSION LOADS, AND MEASURE DRILLING FLUID DISCHARGE RATE AND PRESSURE.
2. THE OWNER WILL HAVE ACCESS TO THESE INSTRUMENTS AND THEIR READINGS AT ALI TIMES,
3. THECONTRACTOR.M REQUESTED BY THE OWNER. WILL PROVIDE INSPECTION HOLES AT NO ADDITIONAL OAST TO VISUALLY VERIFY
THE LOCATION AND CONDITION OF THE DRILLED PIPELINE.
4. THE CONTRACTOR SHALL PLOT THE ACTUAL HORIZONTAL AND VERTICAL ALIGNMENT OF THE PILOT HOLES AT INTERVALS NOT EXCEEDING
20 FEET, AND CORRESPONDING WITH THE PROJECT STATIONING AND OATUM.
5. THE CONTRACTOR SHALL MAINTAIN AND UPDATE AN 'AS PVN AND PROFILE AS THE PILOT BORE IS ADVANCED.
6, THE CONTRACTOR SKALL GRAM THE OWNER ACCESS TO ALL DATA READOUT PERTAINING TO THE POSITION AND INWNATION OF THE
BORE HEAD. AMEN REQUESTED. THE CONTRACTOR SMALL PROVIDE EXPLANATIONS OF HIS POSITION MONITORING AND STEERING
EQUIPMENT,
T THE ACTUAL PILOT HOE EXIT POINT SHALL BE LOCATED WITHIN THREE (3) FEET LITERALLY OF THE EXIT POINT SHOWN ON THE DRAWINGS.
LONGITUDINALLY, THE ACTUAL EXIT POINT S14YL BE NO MORE THAN ENE (5) FEET SHORT OR FIVE (5) FEET PAST THE EXIT PONT SHOWN
ON THE DRAWINGS.
0. THE PILOT HOLE SHALL BE DRILLED ALONG THE PATH SHOWN ON THE PUN AND PROFILE DRAWING MAINTAINING THE SPECIFIED
TOLERANCES.
9. THE OWNER SHALL APPROVE THE ALIGNMENT OF PILOT BORE BEFORE THE REAMING PHASE OR PPE PUWNG MAY COMMENCE.
10. IF THE PLOT BORE FAILS TO CONFORM TO THE MOVE TOLERANCES, OWNER MAY. AT HIS OPTION REQUIRE A NEW PILOT BORE TO BE
MADE.
11. IN ALL CASES, RIGHT OF WAY RESTRICTIONS SHALL TME PRECEDENCE OVER THE LISTED TOLERANCES.
12. NO PILOT HOLE WILL BE ACCEPTED IF IT WILL RESULT IN ANY OF THE PIPELINE BEING INSTALLED M VIOLATION OF RIGHT OF WAY
RESTRICTIONS.
13, CONCERN FOR ADJACENT UTILITIES ANDIOR STRUCTURES SNALL TME PRECEDENCE OVER THE LISTED TOLERANCES. LISTING OF
TOLERANCES DOES NOT RELIEVE CONTRACTOR FROM RESPONSIBILITY FOR SAFE OPERATION MDAMAGE TO ADJACENT UIIUTIES AND
STRUCTURES.
N. ALL BEND RADII SHALL BE EQUAL TO OR GREATER THAN THOSE LISTED IN THE PROJECT PUNS.
BORE INSTALLATION
L. ALL HOD DRILLS TO BE INSTALLED BY THE WIRE LINE PROCESS.
2. THE CONTRACTOR SUBJECT TO THE REQUIREMENTS OF THESE PUNS, WILL DETERMINE THE EXACT MEMO AND TECHNIQUES FOR
COMPETING THE HCOCROSSINGS. EXCAVATED MUD PITS CONSTRUCTED IN THE ENTRY AND EXIT MEAS WILL BE LIMITED TO THE PIPE
BORE HOLE AREA ONLY.
3. AFTER COMPLETION OF THE DIRECTIONAL DRILLING WORK. ME ENTRY MO EAR PIT LOCATIONS SHAT BE RESTORED TO THEIR ORIGINAL
CONDITIONS.
BORE PRE -REAMING REQUIREMENTS
1. AFTER THE PILOT HOLE IS ACCEPTED, THE CONTRACTOR SHALL PERFORM A REAMING AND PRODUCT PIPE FULL
2. THE MAXIMUM PRE -REAMING DIAMETER WALL BE DETERMINED BY COMPANY SPECIFICATIONS AND CONSTRUCTION SUPERVISOR'S
APPROVAL UNLESS OTHERWISE APPROVED BY THE COMPANY'S ENGINEER
3. BUOYANCY MODIFICATIONS SHALL BE USED AT ME DISCRETION OF THE CONTRACTOR ANY BUOYANCY MODIFICATION PROCEDURE
PROPOSED FOR USE SHALL BE SUBMITTED TO THE OWNER FOR APPROVAL. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO THE
PULL SECTION RESULTING FROM BUOYANCY MODIFICATIONS.
I. CONTRACTOR SHALL PULL EXTRA LENGTH OF PRODUCT PIPE $0 ONE JOINT CAN BE EXAMINED.
I CONTRACTORSHALLSUPFORT THE PRODUCT PIPE PULL SECTION AS IT PROCEEDS DURING PULLBACK 50 THAT IT MOVES FREELY AND IS
NOT OVER STRESSED.
BORE DRILLING FLUIDS
1. CONTRACTOR SHALL SUBMIT THE COMPOSITION OF ALL DRILLING FLUIDS TO OWNER FOR APPROVAL-
2.
PPROVAL2. CONTRACTOR SHALL NOT USE MY DRILLING FLUID THAT DOES NOT COMPLY WITH PERMIT REQUIREMENTS AND ENVIRONMENTAL
REGULATIONS.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, TRANSPORTING, AND STORING MY WATER REQUIRED FOR DRILLING FLUIDS.
4, CONTRACTOR SHALL MAXIMIZE RECIRCULATION OF DRILLING FLUID SURFACE RETURNS.
S CONTRACTOR SHALL PROVIDE SOUDS CONTROL AND FLUID CLEANING EQUIPMENT OF A CONFIGURATION AND CAPACITY THAT CAN
PROCESS SURFACE RETURNS AND PRODUCE DRILLING FLUID SUITABLE FOR REUSE.
6. DISPOSAL OF EXCESS DRILLING FLUID IS THE RESPONSIBILITY OF ME CONTRACTOR MO SHALL BE CONDUCTED IN COMPLIANCE WITH ALL
ENVIRONMENTAL REGULATIONS, RIGHT-OF-WAY AND WORKSPACE AGREEMENTS, AND PERMIT REQUIREMENTS.
7. CONTRACTOR SMALL SUBMIT DRILLING FLUID DISPOSAL PROCEDURES TO OWNER FOR APPROVAL.
8. CONTRACTOR SHALL EMPLOY BEST EFFORTS TO MAINTAIN FULL ANNUIM CIRCULATION OF DRILLING FLUID.
9. DRILLING FLUID RETURNS AT LOCATIONS OTHER THAN THE ENTRY AND EXT PITS SHALL BE MINIMIZED.
10. IN THE EVENT THAT ANNULAR CIRCULATION IS LOST, CONTRACTOR SHALL TAKE ACTION TO RESTORE CIRCUUTIOK
11. IF INADVERTENT SURFACE RETURNS OF DRILLING FLUIDS OCCUR CONTRACTOR SHALL IMMEDIATELY CLEAN AND COLLECT.
BORE CROSSING WITHOUT CASINGS
1. THE CONSTRUCTION OF ALL CROSSINGS DESIGNED BY THE COMPANY, INCLUDINGALLMTNLSINCIE TOTUEWSTALLATONOFSUOH
CROSSINGS, SHALL BE IN ACCORDANCE WITH THE DRAWINGS AND SHALL COMPLY WITH SUCH SPECIFICATIONS AS MAY BE REQUIRED BY
THE OTHER AUTHORITY HAVING JURISDICTION, AND SUCH SPECIFICATIONS HEREIN AS MAY BE APPLICABLE.
2. THE BORED CROSSING WITHOUT CASING SHOULD BE INSTALLED BEFORE THE DITCHING AND BENDING OPERATIONS ARRIVE: AT THE
CROSSING. WHEN BORING, THE CURING HEAD SHALL NOT EXTEND BEYOND THE LEADING END OF THE CARRIER PIPE MORE THAN SIX
INCHES,
GROUTING OF BORED AND CASED CROSSINGS
1. WHERE REOUIREO BORED AND CASED CROSSING SHALL BE PRESSURE GROUTED BY THE CONTRACTOR TO COMPLETELY FILL THE
ANNULAR SPACE BETWEEN THE CARRIER OR CASING PIPE AND THE EARTH. THE GROUT SHALL CONSIST OF A SANDLEMENT SLURRY OF AT
LEAST TWO SACKS OF CEMENTA'O3. OR AS REWIRED BY JURISDICTIONAL AUTHORITY.
NCDOT GENERAL NOTES
1. A WRITTEN AGREEMENT IS REQUIRED FOR MY UTILITY WHICH IS TO GROSS OR OTHERWISE OCCUPY HIGHWAY RGHT-0E-WAY. AFTER
APPROVAL, THE DIVISION ENGINEER OR HIS APPOINTED REPRESENTATIVE SHALL BE GIVEN PRIOR NOTICE BEFORE BEGINNING WORK ON
HIGHWAY NIGHTOF-WAY. THERE MUST BE A MUIUAL UNUERSIMUWG 6ETWEEN UIIUTYMU LOT REPRESENTATIVES AS TO WHEN WORK
WILL COMMENCE MD ON ANY OTHER CONDITIONS DEEMED NECESSARY.
2. TRAFFIC WILL NOT BE DETOURED OR REROUTED ON STATE ROADS FOR THE INSTALLATION UNLESS APPROVED BY THE DIVISION ENGINEER
WHEN DETOURS ME ALLOWED, THE DIVISION ENGINEER WILL DELINEATE THE DETOUR ROUTE AND ALL SIGNING AND MARKING OF THE
DETOUR WHICH MAY BE NECESSARY.
3. PARKING OF VEHICLES ON AREAS OF INSTALLATION OR MAINTENANCE WILL NOT BE PERMITTED IN THE TRAVELED WAY, EXCEPT WHERE
THE PRESCRIBED SIGNING OR MADMEN, OR BOTH. ARE IN PLACE.
4, THE STORAGE OF MATERIALS ON THE ROADWAY WILL NOT BE PERMITTED EXCEPT IN EXTREME INSTANCES AND THEN ONLY BY
PERMISSION FROM THE DIVISION ENGINEER OR HIS REPRESENTATIVE AND WHERE PROPER SIGNING IS IN PLACE.
5. ALL MEAS DISTURBED DURING CONSTRUCTION OR MAINTENANCE SHALL BE RESTORED TO THE SATISFACTION OF THE DIVISION ENGINEER
OR HIS REPRESENTATIVE.
6. IN THE EVENT THE CONTRACTOR FAILS TO RESTORE MY ROADWAY OPENING TO ME SATISFACTION OF THE DIVISION ENGINEER AFTER
SUFFICIENT NOTIFICATION BY THE DIVISION ENGINEER THE NON -BETTERMENT COST OF RESTORING OR REPAIRING SAME BY DOT FORCES
WILL BE BORNE BY THE CONTRACTOR
7. TRAFFIC CONTROL DEVICES
a ANY AGENCY PERFORMING CONSTRUCTION AND MAINTENANCE WORT( ON OR ADJACENT TO A STREET OR HIGHWAY ON THE STATE
HIGHWAY SYSTEM IS RESPONSIBLE FOR USING THE PROPER TRAFFIC CONTROL DEVICES. THE DEVICES USED ARE SUBJECT TO
APPROVAL BY THE DIVISION OF HIGHWAYS AND SHALL. CONFORM TOME MUTCO AND TO THE NORTH CAROLINA SUPPLEMENT TO THE
MUTC.
b. ALL TRAFFIC CONTROL DEVICES INSTALLED ON THE STATE HIGHWAY SYSTEM SHALL BE IN CONFORMANCE WITH THE MUTCA AND THE
NORTH CAROLINA SUPPLEMENT TO THE MUTCD.
6. THE CROSSINGS SHOULD BE LOCATED AS NEM NORMAL TONS HIGHWAY ALIGNMENT AS PRACTICAL
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWING • USE DIMENSIONS ONLY
PIEDMONT'S NATURAL GIS FACILITY CRAVINGS ARE CONSIDERED CONFIDENTIAL (OM -1095)- DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE -TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY UID1
LINE 326 REPLACEMENT - PHASE 2 Owc DATE 0111ID019 SKRERSEOED _
��DUKE lPiedmont
at oGas GENERAL NOTES NRAW.19
FORSYTH COUNTY, NC PNG-G-3267001006
wvraanT nle WNSTOWSALEM RESOURCE CENTER. WINSTONSALEM, NC pguyincl AEsaAace CFN1FNRLNE NIA®En

NCOOT GENERAL NOTES (Continued)
9. CONDITIONS WHICH ARE GENERALLY UNSUITABLE OR UNDESIRABLE FOR PIPEUNE CROSSINGS SHOULD BE AVOIDED, THESE INCLUDE
LOCATIONS, SUCH AS IN DEEP CATS; NEAR FOOTINGS OF STRUCTURES; ACROSS INTERSECTIONS AT GRADE OR RAMP TERMINALS; AT
CROSS DRAINS WHERE ROW OF WATER DRIFT, OR STREAM BEDLOAD MAY BE OBSTRUCTED;, WITHIN BASINS OF AN UNDERPASS DRAINED
BY PUMP IF PIPEUNE CARRIES LIQUID OR LIQUEFIED GAS; AND IN WET OR ROCKY TERRAIN WHERE IT WILL BE DIFFICULT TO ATTAIN
MINIMUM BURY.
10. ON LONGITUDINAL INSTALLATIONS, UTILITIES SHOULD BE LOCATED SO AS TO MINIMIZE INTERFERENCE W TH HIGHWAY DRAINAGE. THE
STRUCTURAL INTEGRITY OF THE TRAVELED WAY, AND THE SAFE OPERATION OF THE HIGHWAY. THEY SHOULD BE LOCATED ON UNIFORM
ALIGNMENT PREFERABLY NEAR THE RIGHTCF-WAY LINE. LONGITUDINAL INSTALLATIONS WILL NOT BE PERMITTED UNDER THE PAVEMENT,
OR PAVED SHOULDERS EXCEPT WHERE AN EXTREME HARDSHIP CASE EXISTS.
11. VER TICAL AND HORIZONTAL CLEARNICE BETWEEN APIPELINE AND A STRUCTURE OROTHER HIGHWAY OR UTILITY FACILITY SHOULD BE
SUFFICIENT TO PERMIT MAINTENANCE OF THE UTILITY FACILITY AND THE HIGHWAY FACILITY.
12. WHERE PIPELINES ARE INSTALLED IN THE RIGHT-OF-WAY AND ARE NOT OF FERROUS MATERIAL, A LOCATING TAPE SHALL BE INSTALLED
WITH THE PIPEUNE,
13. THE PIPE SHALL BE PROPERLY BEDDED AS PROVIDED HEREIN, THE PIPE SHALL BE IAUO TRUE TO UNE AND GRADE ON A BED WHICH IS
UNIFORMLY FIRM THROUGHOUT ITS ENTIRE LENGTH AND CAREFULLY SHAPED TO FIT THE OUTSIDE OF THE PIPE FOR AT LEAST 10% OF ITS
OUTSIDE DAN TER WHERE ROCK IS ENCOUNTERED, THE TRENCH SHALL BE UNDERCUT AT LEAST 6 -AND BACWFILLED WITH SUITABLE
MATERIAL FREE OF ROCK
14. THE BACKFILL AROUND AND UNDER PIPES OR OTHER UTIUTY INSTALLATIONS ON ALL OPEN -CUT SECTIONS ACROSS OR PARALLEL TO
HIGHWAYS WITHIN CONSTRUCTION LIMITS SHALL BE LADE OF APPROVED MATERIAL FREE FROM ROCKS IN 6 -LOOSE LAYERS, OR OTHER
APPROVED METHODS. AND SHALL BE COMPACTED TEAT LEAST 95% OF STANDARD DENSITY AS DETERMINED BY AASHTD METHOD T-99.
WHEN COMPACTING IN LAYERS, EACH LAYER MUST BE THOROUGHLY TAMPED BY A MECHANICAL TAMP BEFORE THE NEM LAYER IS
PLACED. A PNEUMATIC TAMP, A GASOLINE RAM TYPE TAMP, OR AVIBRATING TAMP WILL BE REWIRED TO MEET THE SPECIFICATIONS OF A
'MECHANICALIMF.
15. ALLFXCESSEXCAVATEDMATERIAL SHALL BE REMOVED AND DISPOSED OF OUTSIDE THE UNITS OF THE RIGHTOF-WAY IN SUCH A MANNER
AS NOT TO INTERFERE WITH THE DRAINAGE OF HIGHWAYS UNLESS OTHERWISE PERMITTED OR DIRECTED BY THE DIVISION ENGINEER OR
HIS REPRESENTATIVE.
16. WHERE IT IS NECESSARY TO OPENCUT ACROSS CONCRETE PAVEMENT OR CONCRETE BASE PAVEMENT, CUTS SHOULD BE MADE WITH
CONCRETE SAW WHERE PRACTICAL, A SECTION OF PAVEMENT OF MINIMUM LENGTH OF 10' SHALL BE REMOVED AND REPLACED WITH NEW
CONCRETE. WHERE THE EDGE OF THE PATCH OR SECTION OF REMOVED PAVEMENT IS LESS MAN 10 FROM THE TRANSVERSE EXPANSION
OR CONTRACTION JOINT OR CRACK, THE ENTIRE SECTION OF PAVEMENT WALL BE REMOVED UP TO THE JOINT OR CRACK AND REPLACED
WITH NEW CONCRETE. THE NEW CONCRETE SHALL BE DOWELED INTO THE EXISTING CONCRETE BY DRILUNG HOLES INTO THE EXISTING
CONIC EAND INSTALLING DOWELS. ALL REPLACED CONCRETE SHALL HAVE A DEPTH OF 1'GREATER THAN THE DEPTH OF THE ORIGINAL
SLAB. IMMEDIATELY UNDER THE REPLACED CONCRETE, THERE SHALL BE PLACED ATHOROUGHLY COMPACTED T LAYEROF SOIL TYPE
BASE COURSE SOLD, SCREENING, OR OTHER GRAAUTAR MATERIAL ALL REPLACED CONCRETE, DOWELS, JOINT FILLER. AND SUBGRADE
REINFORCING MATERIAL SHALL MEET THE SPECIFICATIONS OF THE DEPARTMENT, BOTH AS TO MATERIAL AND PERFORMANCE OF WORK.
WHERE THE EXISTING PAVEMENT IS BADLY CRACKED OR HAS BEEN PATCHED TO A STATE WHERE A RESURFACING WILL BE REQUIRED IN
MEN EDATE FUTURE, THE DIVISION ENGINEER MY AUTHORIZE THE USE OF A BITUMINOUS PATCH TO MEET THE DEPARTMENTS
PATCHING PROCEDURE.
17, WHERE IT IS NECESSARY TO OPEN CUT ACROSS ROADS WITH SURFACES OTHER THAN CONCRETE, THE PAVEMENT REPAIR SHALL BE AS
DIRECTED BY THE DEPARTMENT WITH NO LESS TWIN A MINIMUM OF 2.OF SURFACE COURSE AND ASPHALT BASE COURSE. TYPE RB, TO
FRED IG144 SUBGRADE ORA MINIMUM OF 6' OF HIL WHICHEVER IS GREATER. THE REPLACEMENT SURFACE ANDIOR BASE SMALL EXTEND
AMI IMUM OF VON EACH SIDE OF THE EXCAVATED OPENING, ME THICKNESS OF THE REPLACEMENT MATERIAL SHALL BE SUFFICIENT TO
PROVIDE A BABE AND SURFACE OF EQUIVALENT STRENGTH TO THE UNDISTURBED BASE AND SURFACE. ALL REPLACED SURFACING SHALL
MEET THE SPECIFICATIONS OF THE DEPARTMENT BOTH AS TO MATERIAL AND PERFORMANCE OF WORK
18. OPENINGS IN THE SHOULDERS SIDE DITCHES AND CHTOR FILL SLOPES OF THE ROAD SHALL BE REPAIRED TO THE SATISFACTION OFTHE
DMSIW ENGINEER
19. WHEREVERTHE TRAVELED PORTION OF THE ROADWAY IS CUT NORMAL TO THE HIGHWAY ALIGNMENT, ONLY ONE4ALF OF THE ROAD
WIDTH SHALLBE OPENED ATONE TIME IN ORDER TO MAINTAIN TRAFFIC. BEFORE THE OTHER HALF IS CUT THE FIRST OPENING SHALL BE
MADE USABLE, WE, AND MAINTAINED FOR TRAFFIC. NO TRENCH MADE IN THE TRAVEL PORTION OF TIE ROADWAY, EITHER NORMAL OR
PARALLEL SHALL BE LEFT OPEN OVERNIGHT EXCEPT N AN EMERGENCY AND ONLY THEN WHEN ADEOUATE TRAFFIC CONTROL DEVICES,
WARNING SIGNS. AND LIGHTS ARE PROMINENTLY DISMAYED TO PROTECT THE TRAVEUNG PUBLIC.
211. WHERE THE SHOULDER IS OPENCUT PARALLEL TO PAVEMENT, ADEQUATE TRAFFIC CONTROL DEVICES AND WARNING SIGNS ARE TO BE
PLACED AND, IF NECESSARY. FLAGMEN ARE TO BE EMPLOYED TO CONTROL TRAFFIC. IF TRENCHES ARE LER OPEN OVERNIGHT A
SUFFICIENT NUMBER OF TRAFFIC CONTROL DEVICES, WARNING SIGNS, AND LIGHTS MUST BE PROMINENTLY DISPLAYED SO THAT THE
TRAVELING PUBLIC WILL BE ADEQUATELY PROTECTED.
21. THEEOLLOWING REQUIREMENTS ARE APPLICABLE WHERE PARALLEL TRENCHES ARE MADE:
a. EXCAVATION MATERAL SHALL NOT BE STORED ON TME PAVEMENT IF IT CAN BE REASONABLY ILWOLFD OTHERWISE; IN CASES
WHERE STORING OF EXCAVATED MATERIAL ON PAVEMENT IS ABSOLUTELY NECESSARY, SAME SHALL BE REMOVED AS QUICKLY AS
PRACTICAL AND THE PAVEMENT SHALL BE THOROUGHLY CLEANED.
0. EXCAVATION IN THE IMMEDIATE VICINITY OF DRAINAGE STRUCTURES SHALL BE MADE W-TH SPECIAL CME SO AS NOT TO DAMAGE OR
INTERFERE WITH THE USE OF THE EXISTING DRAINAGE FACILITIES.
c. ORAIMGE FACILITIES THAT ARE INADVERTENTLY DAMAGED MUST BE REPAIRED IMMEDIATELY.
d. THE BOTTOM OF THE EXCAVATION FORA PNWLEL INSTALLATION IN RURAL AREAS, OR ELSEWHERE WHEN SPACE WILL PERMIT,
SHALL NOT BE NEARER THE EDGE OF THE PAVEMENT (MEASURED IN A HORIZONTAL PLANE) THAN THE DEPTH OF THE EXCAVATIONS
SO THAT ME THEORETICAL SLOPE FROM THE EDGE OF THE PAVEMENT TO THE BOTTOM OF THE DITCH WIT BE NO STEEPER THAN A
ONE -TO ONE SLOPE. ON PAVED SECTIONS UNDER 2M' IN WIDTH, CONSIDERATION SHALL BE GIVEN FOR FUTURE WIDENING AND PAVING
OF SHOULDERS. THE TRENCH SHALL NOT BE CLOSER THAN 31 TO THE EDGE OF THE PAVEMENTEXCEPT IN SPECIAL CONDITIONS
APPROVED BY THE DIVISION ENGINEER.
9, PARALLEL OPEN TRENCH INSTALLATIONS THAT DO NOT REQUIRE SHORING SHOULD BE CLOSED AT THE END OF EACH WORKDAY.
WHERE SHORING IS REQUIRED, THE TRENCH SHOULD BE PROPERLY SHIELDED WITH TRAFFIC BARRIERS, SIGNS AND LIGHTS. AND
ALLOWED TO REMAIN OPEN UNTIL COMPLETED.
f BORE PRS ADJACENT TO OR WHICH MAY BE HAZARDOUS TO TRAFFIC SHOULD NOT BE LEFT OPEN OR UNSHIELDED OVERNIGHT.
SHIELDING IN CONFORMANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES SNAIL BE ALLOWED IN THE CASE OF
LARGE PRS OR EXTENSIVE BORE AND JACK OPERATIONS. SMALL BORES UNDER TWO LANE ROADWAYS SHOULD BE COMPLETED IN
ONE CONTINUOUS OPERATION, PITS 51 BEYOND THE TOE OF FILL SLOPES AND OUTSIDE THE CLEAR RECOVERY AREA OR BEHIND
GUARDRAIL NEED NOT BE SHIELDED.
ABBREVIATIONS
LEGEND
APPROX.
APPROXIMATE
CA
CENTERLINE
CMP
CORRUGATED METAL PIPE
PROPOSED TEMPORARY WORKSPACE
GOMM
COMMUNICATIONS
CP
CATHODIC PROTECTION
DI
DIA
DROP INLET
DIAMETER
PROPOSED PERMANENT EASEMENT
DIP
DUCTILE IRON PIPE
E
EASTING
FA
EACH
CH
STREAM
ELIELEV
ELEVATION
EX
FLC
EXISTING
FOREIGN LINE CROSSING
FM
FORCE MAIN
FT
HIMORA
FEET
HOR20WAL
WETLAND
HOD
HORIZONTAL DIRECTIONAL DRILL
IN INV
INVERT
JAB
JACK AND AUGER BORE
LENGTH
LF
MAX
LINEAR FEET
MAXIMUM
B-7
0 APPROXIMATE BOREHOLE LOCATION
MDP E
MEDIUM DENSITY POLYETHYLENE
MIN
MINIMUM
A
MH
MANHOLE
I PROPOSED CJS LINE
N
RT
NOHING
—r— —r— EXISTING GAS UNE
N.T.S.
NOT TOSCALE
-. RIGHTOF-WAYIPROPERTY LINE
O.C.
W CENTER
FENCE LINE
OC
OPEN CUT
""'^^^^^^` WOODS'HEDGE LINE
O.D.
OUTSIDE DIA6IETER
— — — — 900 — — — — CONTOUR
PCC
PORTLAND CEMENTCONCRETE
—STORM WATER LINE
PIV
POSTNDICATORVALVE
OVERHEAD ELECTRIC
PIPA
PROPERTY LINE
— — — — WATER EASEMENT
PSI
PEON DS PER SQUARE INCH
EDGE OF PAVEMENT
PVC
POLYVINYLCHLORIDE
- - UNDERGROUND TELEPHONE
R
RADIUS
UNDERGROUND ELECTRIC
RD
ROAD
UNDERGROUNDCABLETV
RAY I ROW
RIGHT-OF-WAY
—•—•—•— WATER UNE
RCP
BD
REINFORCED CONCRETE PIPE
STORM DRAIN
I I I I I I I I I I I•I SNRITARYSEWER
T RAILROAD
SS
SAN YSEWER
SSD
SOLID STATE DECOUPLER
STA
STATION
TINS
TEMPORARY WORKSPACE
TCE
TEMPORARY CONSTRUCTION EASEMENT
TYP
TYPICAL
UGE
UNDERGROUND ELECTRIC
UGT
UNDERGROUND TELEPHONEICOMMUNICATIONS
V/VERT
VERTICAL
W
WIDTH
W.T.
MIND
WALL THICKNESS
CROSSING
GENERAL RESTRICTIONS
1. STAY IN RONSSEMENTS OR WITHIN PREDETERMINED WORKSPACE AREAS.
Z ONLY USE DESIGNATED POINTS OF ACCESS AS IDENTIFIED BY PNG INSPECTOR(S).
3, NO DIGGING, WORK OR STORAGE WITHIN 25' OF POWER LINE OR EQUIPMENT
INCLUDING GUY WIRES. EXCEPT AT CROSSINGS OF POWER RIGHT OF WAY
DESIGNATED ON PLANS.
A. ANY WT CROSSING NOTIFICATIONS TO BE MADE AS DICTATED BY THE PERMIT OR
STATEWTPERMTT.
5. CONTRACTOR IS RESPONSIBLE FOR KNOWING LOCATION OF ALL ENVIRONMENTALLY
SENSITIVE AREA RESTRICTIONS PERTAINING TO THIS PROJECT.
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) - DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED OTE' TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED
IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT MIMI POLICY 1001
LINE 326 REPLACEMENT - PHASE 2JOING� D,HiR0,9 BUPER6EOED
°� //� Piedmont ABBREVIATIONS & LEGEND IXMYWMO NA�KA
elFr. Nature)Gas FORSYTH COUNTY, NC PNG-G-326-0001007
coRYIllwrt su WNSTONSALEM RESOURCE CENTER WNSTONSALEM NL ncnmivc ivcvorcrx•m �r.e.

taco .00
HDDENTRYPOINT I ^�
Si/e fi�O9 WOOD DWTIST :•? i ! T
iD
,s
u.00 ts.90
tpz97 Tu
WETLAND 13
S7RENA 1517
WETLWD f0
SIRENA 159 .•.
a.ao xs.90 aroo n.00 a.m..
Si

mm
+�sidr
e�♦a is • �4p $•

15 TCE 35'
1S
IS.W u.W �S�UO N.SO �i.W u.W �9.W 51+33 53.33 53.Op
S3.W
s"� s
i
PROPOSED B' PIPELNE
257CE PROPOSED 53' PERMMENT EASEMENT
� - � 11RYA51E
56.00 i.^
ST.ro se.m SY.W 25'TCE `\
84
,M IR �'� �4,°♦..
STREAM PS3 iT
3,125511 �+Yy
p wETUNos 'a>
f I
I
Y u:
Yb

M
25 TCE
35
WE MDS
PROPOSED W KFMNiEW S.
It"ll
L.Al

=av REMO%ALEx S- PPLINE
x n
7/
r
,f t A%i" : FIT; i r P r f.�i � .. ¢ t �' \`•\ '.� x rim' -;t. r�`+r^
,fit ! �, Y i r r .� •�! /� %.
y�Y.. •\ ERO REMOVALEA9RNG
BEDx REMOVALE70SfHGPPkBlE
t
%�%�.•-.�
PROPOSED 6'PIPELINE \• '
'\ p MARS4 MAE S. �.. � �\ • -
�L Y -. f `•-! j 1� •Y - ''f, - C., • •� NO REMOVAL EASTWG 6'PIPEUNE
PFGH REMOVAL EASnNO 6'PBN10E
a r ,
r • 4 I ! L—
1END REMOVAL EASTWG 11"PIPELINE
a
r
EXISTING SO EASEMENT
PIEDMONTNATURALGAS
300 Boo
SCIL
NOTE
CONTRACTOR SHALL REMOVE THE EXISTING V PIEDMONT NAT,N LL GAS PIPELINE AT THE LOCATIONS SHOWN.
APPROAMATE LENGTH: 0080 L.F.
PEDMONTS INTURALGAS FACILITY DRAWINGS ARE CONBIDERED CONFIDENTIAL (DAf10B$)' ORUW9IG L4 CUWENT ONLY THRWGM TME UTEST REVISED DATE' TO INSURE THERE IS NO PoSNOF INAPPROPRIATE DISCLOSER PLL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED W ACCORDANCE WITH RECORDS S INFO. MANAGEMENT (RIM) POLICY Io01
REF.OWG(S)
wioxlsl o[scxmnox Sc�2100
(��DIM y r� Piedmont
,W� d U aO GdS
LINE 326 REPLACEMENT - PHASE 2
PIPELINE REMOVAL
FORSYTH COUNTY, NC
VANSTONBALEM RESOURCE CENTER WiNSiONSPLEM,NC
SHDAT(B) B DWG ASB
D 242019 ISSUED FOR BIO VN KGU ER AREA CODE
ACCOUNT NUMBER 10700
ED
DATE 07/152019 SUPFASEOEOPROJECT
NUMBER 02110
DRAWING BY VN
JENER�DWG
N—R
PNG-C-326-0001053
STATION ID WA
"I NO BG '
P,�ONN,@AiM7fS7MP
oiBCnrE/REe011RCE CFMBia IPff xiM�BER

,. -
> ` - Y:" ^• " J i - 552 \�L
a `.
. JI`
-]00 IDOTCE' _��' , �;p - i,.2—' a MAES, WETLANDI 26 aOPTiF _... .* g 926
_ - 91fiSVTCE 71pi5PTCE -
O ;a_•� � ewo Iwo ewo B•ea +o.00 n.00 u^oo Awo 1 nwo a—=wao io.ao rt n nwo oe.00 x —nwo nwo n.eo ».BR 8 X` .. ^%��f' 1� .
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31 HOD pIt smEwNn ' w+roIENt PRM SP �.� �4r _•oi4p ,0e eA''
ENTRY POINT `
♦ { + A FROPOfi®
6,00 ~', WETLAND a 'A T+ FASflN3Bt ._ s, % ? M N - i ` •r — L '` - .
\ r \t IWTODfT+0111f
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. y
n
PIEDMONT'S NATURAL CJS FACILITY DRAWINGS ARE CONSIDERED CONFlDENIWL (0µ10B5)' DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE • TO
JE DISCL09ER ALL PREVIOUS PAPER COPIES OF 7TIISpYMgYUSf BE DESTROYED NACCOROANCE WITH RECORDS A INFO. MNIAGEEENi (IUN)TN%1CY 1001
LINE 326 REPLACEMENT - PHASE 2 sEET(s( s DNGGCALE Ass,
� DWG DATE ON15(A17B SUPEASEOED
e'ENE—
r. Piedmont
oral Gas HDD DETAIL
FORSYTH COUNTY, NC PNG-C-326-0001029
dnwa.rar WINSiWWEN RESOURCE CENTER WTNST(N WEN. NC
..
DRILL
JE DISCL09ER ALL PREVIOUS PAPER COPIES OF 7TIISpYMgYUSf BE DESTROYED NACCOROANCE WITH RECORDS A INFO. MNIAGEEENi (IUN)TN%1CY 1001
LINE 326 REPLACEMENT - PHASE 2 sEET(s( s DNGGCALE Ass,
� DWG DATE ON15(A17B SUPEASEOED
e'ENE—
r. Piedmont
oral Gas HDD DETAIL
FORSYTH COUNTY, NC PNG-C-326-0001029
dnwa.rar WINSiWWEN RESOURCE CENTER WTNST(N WEN. NC

Ch PROPOSED
CJL PROPOSED
6' GAS
PIPELINE
6• GAS
PIPELINE
I
3D'
W PROPOSED PERMANENT F.,
IF F F.
K,HA
!lE
'�
1 MAX
4
19(�
1F
eJ4
TRENCH
PROPOSED B'RATURAL GAS PIPEUNE SPOIL
) i.
IL
PROPWEDB'NRALGASPIPELINE
(ATU MINIMUM COVER)PIMUMC OED
(A'JI' MINIMUM COVER)E%CAVAOON
I 6'BEDOWG
E%GVATION �WG
FST -TARN.
7.7 MIN.
TYPICAL CONVENTIONAL PIPELINE CONSTRUCTION 50' PERMANENT EASEMENT
TYPICAL CONVENTIONAL PIPELINE CONSTRUCTION 50' PERMANENT EASEMENT
WITH 25' TCS ON LEFT SIDE
WITH 25' TCS ON LEFT SIDE
CM1
SGME MS �
CM
$VAE MS
CL PROPOSED
I GAS
PIPEUNE
IF -1111 11 TIE
6' BEDD�4
REQUIRED SLOPE OF UNSHORED EXCAVATION WALLS
CM��-1
V"
swe Nrs ttP
NOTES
1. ALL EXCAVATION SHALL MEET THE REQUIREMENTS OF OSHA 29 CFR 1938.
2.ONLY AUTHORIZED PERSONNEL ARE PERMITTED IN EXCAVATED AREA
1 MAX
r
1
3. GVNN PROTECT ON BY SLOPING:
,
A a. IF THE SOIL IS ANALYZED, CATEGORIZED AND DOCUMENTED BY A OU40ED AND COMPETENT PERSON AS TYPE B. OR C SOIL THE
L
TRENCH
SLOPEWILL BEASFOLLOWS:
PROPOSED 6' NATURAL CJS PIPELINE SPOIL Ci.
(A'-0' MINIMUM COVER)
TYPEA-314(H)T01 M. TYPE B-1 T01• TYPE C-1XT01.
26'TRENCHED 6' BEDDING
b. IF THE SOIL IS NOT ANALYZED AND CATEGORIZED BY A QUALIFIED AND COMPETENT PERSON, THE SOIL SLOPE WILL BE CONSIDERED TYPE
EXCAVATION (TYP.)
'C' d SLOPED ACCORDING TO OSN STANDARDS CFR 1928 SUPPORT P. THE SLOPE WILL BE FROM THE TOE OF THE TRENCH AND WILL BE
7-TMIK
CONSISTENT THROUGHOUT THE TRENCH WALL,
TYPICAL CONVENTIONAL PIPELINE CONSTRUCTION 50' PERMANENT EASEMENT
A. VERTICAL WALL (DOES NOT INCLUDE BENCHES) AND VERTICAL CUTS ARE ALLOWED ONLY AS LISTED BELOW.
WITH 25' TCS ON LEFT AND RIGHT SIDE
TYPE A -VERTICAL CUT CAN BE A MAX. OF S'A FT. IN HEIGHT WITH AYA (HI TO 1 M SLOPE BUT CAN NOT BE MORE THAN BFT. DEEP. VERTICAL CUT
CAN BE A MAXIMUM OF SYS F. IN HEIGHT BETWEEN B TO 12 FT. IN DEPTH BUT THE SLOPE INCREASES TO 1 TO 1 ABOVE THE
CC M
VERTICAL cur.
SGVL ,
TYPEB-VERTIGLCUT NOT ALLOWED, EXCEPf FOR A BENCH CUT IN COHESIVE BSOL
d�
9
TYPE C- VERTICAL CUT NOT ALLOWED. SLOPE TO TOE.
PROPRIETARY 8 CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT
SCALE THIS DRAWINGUSE DIMENSIONS ONLY
REF. DWG(S)
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095)' DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE' TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED W ACCORDANCE WITH RECORDS A INFO. MANAGEMENT TRIM) POLICY 1091
S
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ar cxx Arro oasmmox
LINE 326 REPLACEMENT - PHASE 2
SIEETIS) 10 DWGSCALE ASSHOWN
B -18-2019 ISSUEDFORW%SUSMITTAL
C 19-2019 ISSUED FOR 90% SUBMITTAL
VN KGUBMGAREACOOE zd00
VN KGU ER ACCAUNT NUMBER 10100
x[cwwA
ExOa'EFn
EVIG DTE OY1YL019 SUPELSEDED _
9
PROJECT NUMBER 0219.10
MOx Tacx
(�Nd�tu(dIGas
TYP WORKSPACE CM 1
STATIONGIDY w
FORSYTH COUNTY, NC
WINSTONSALDL RESOURCE CENTER WTSTONSMEIANC
PNG-C-326-0001030
C
RI)li lB(iYAO15TA1PI
ICHECKER INITIALS 1 03
pgLy, rxasgsew �Twrua[xlrreEa

A7L
AL
®
IMT OVER
EXISTING PIPELINE
SIDEBDOM WITH
COUNTERWEIGHT
• __-_. __._..* EXIEDED
®
_....._._ 0•
2S MINIMUM EQUIPMENT CLEARANCE FROM
500 kV CONDUCTORS AT MAXIMLM SAG.
20' MINIMUM EQUIPMENT CLEARANCE FROM 16 MIN. EOVIPMENi CLEARANCE FROM
2T kVCONDUCTORSAT MAXIMUM SAG. 500kVCONDUCTORSATMAXIMUM SAG.
M 13 MIN. EQUIPMENT CLEARANCE
W KI I
XIMUMFROM
SAG.CE
1 kVCO CONDUCTORS AG
75 kV CONDUCTORS AT MAXIMUM SAG. y
EQUIPMENT
A
1V M K CLEARANCE FROM
n
p I�' ja 115 kV CONDUCTORS AT MA%IMUM
P
PROPOSED
EPIPELINE
„H'. .... Alk`
O.
SDEBOOM
® 20' MINIMUM GRADING DISTANCE FROM STRUCTURES, GUYS AND ANCHORS (REGARDLESS OF TOWER SIZE, STYLE OR VOLTAGE).
COUNTER EIGHT
EXTENDED
40'(230 KV) AND 8V(500 kV) MINIMUM DISTANCE OF PIPELINE(REGARDLESS OF TOWER SIZE OR SME).
PROPOSEDPIPEUNE
• BELOW EXISTING PIPELINE
MINIMUM CLEARANCE DISTANCES(PER 29 CFR§1926.1411 POWER LINE SAFETYWHILE TRAVELING UNDER OR NEAR POWER LINES WITH NO LOAD)`=•.
/
$MINIMUM CLEARANCE DISTANCES (PER 29 CFR 1926.1405 POWER LINE SAFETY (UP T0350 kV) -EQUIPMENT OPERATIONS)
-:-a<
TRAVELIPNE
Y'r'
/
NOTE:
O.
ALL CONST RUCTION STANDARDS AND EMEPRACTICES SHALL MEET OEXCEED THE
LATEST GUIDE LINES AND REQUIREMENTS NATIONAL FIRE PROTECTION
ASSMIATIONARTICLETICLE 130 WORK INVOLVING ELECTRICAL HAZARDS AND LOCAL
UTILITY REQUIREMENTS.
,,,�.(�n.. ?..,, �. SDEBOOM
• / COUNTERY EIGHT
N,
EXTENDED
CONSTRUCTION METHOD I TYPICAL PIPE LAY AROUND POWERLINES
q FALSE DISH, FALSE DITCH
MINIMUM GROUND, EQUIPMENT AND PIPING CLEARANCES
/
WILLEXTEND INTO EXTRA
WORKSPACE AREA (NOT SHOWN)
CM2
sKi4c xTs
CONSTRUCTION METHOD 2 TYPICAL DRAG PIPE FOR CROSSING
EMSTING PIPELINES
CM3
scut Nn
�a
FOREIGN PIPELINE'
SANDBAGS
' MAY REQUITE ADDITIONAL EXTERNAL
- SUPPORT, AS NEEDED.
"FOLLOW THE MORE STRINGENT
CLEARANCEICOVER REQUIREMENT
BASED ON THE COVER OF THE
EXISTING PIPELINE.
PROPOSED PIPELINE
FOREIGN PIPELINE CROSSING DETAIL
c
CM3 SECTION A/—A1
scuE aIs TMs wwWxc
v
PROPRIETARY 8 CONFIDENTIAL ALL RIGHTS RESERVED' DO NOT SCALE THIS DRAWING- USE DIMENSIONS ONLY
REF. DWG(S)
PIEDMONT S NATURAL CJS FACILITY DRAWINGS ARE CONSIDERED CONFDENTK (Oµ1095) • DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATETO INSURE THERE IS NO RISK
OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS A WED. MANAGEMENT (RM) POLICY 1001
R
S
xawnxlsl o[KAAn1oI
LINE 326 REPLACEMENT -PHASE 2
SHEET(6) 11 DWG SCALE AS SHOWN
B 2-15-2019 ISSUED FOR BO%SUSMITTAL VN KGU BM 71_ ACODEEx� 2400
DWG DATE 02115.019 SUPERSEDED _
C 1&2019 ISSUED FOR 90%SUBMITTAL VN KGU ER ACCOUNT NUMBER 10!00
'LL
DUKE y- Natural ont
�O�'
TYP WORKSPACE CM 2 & 3
PROJECT NUMBER 0218810
ro
PNG-C-326-0001031
C
STATION ID Y WA
FORSYTH COUNTY, INC
WNSTON SMDA RESOURCE CENTER WINSTONSILEM. NC
A F�ONALBMYW ,T.I
PECKER INKTALS I BIG
BFADUIK��,M»EMAaB

INSTAL EROSION EELS�� d l l Id
ACROSS ACCESS
NOMWAYmMBER MATS PLAN VIEW
NOTE
1. SILTFENCESINLL BE NSTALLEDASDEPICTEDANDAOAG DOWNCRADENTSIDESOFWQRK
MEAS AND STAGING AREAS SUCH THAT NO HEAVY SILT AMEN WATER ENTERS THE WATERBODY
OR LEAVES THE CONSTRUCTION DGHT4IF-WAY.
2. HARD DITCH RUGS MUST REMAIN IN PLACE AT CONVENIENT LOCATIONS TO SEPARATE MANUNE
DITCH MCA THE WATERBODY CROSSING UNTIL THE WATERBODY GROSSING IS INSTALLED AND
BACNFILLLD,
3. EQUIPMENT OPERATING IN THE WATERBODY SMALL BE LIMITED TO THAT NEEDED TO PERFORM
CONSTRUCTKKi. IF OTHER TYPES OF EQUIPMENT MUST CROSS THE WATERHWY. CONTRACTOR
SHALL PROVIDE AND USE A TEMPORARY STREAM CROSSWG.
RYP.)
CREEK RANI( SAAO
ZTRENCH PLUG (EYP
Vn (SEE OTE 10)
TRENCH PLUG P)
)SEE NOTE 10)
mam", I PIPE TRENCH
WATERL
EDIVERSION
°SEE
r1oIrEse)
(SEE NOTE 11 0)
CREEK BOTTOM PIPELINE
S$AANNpDSB��AG$WITH
FORM
FLU EPIPE
I I HOES AND1711:
FORM UPSTREAM 6
UPSTREAM
� DOWNSTREAM ORALS
-
INSTAL EROSION EELS�� d l l Id
ACROSS ACCESS
NOMWAYmMBER MATS PLAN VIEW
NOTE
1. SILTFENCESINLL BE NSTALLEDASDEPICTEDANDAOAG DOWNCRADENTSIDESOFWQRK
MEAS AND STAGING AREAS SUCH THAT NO HEAVY SILT AMEN WATER ENTERS THE WATERBODY
OR LEAVES THE CONSTRUCTION DGHT4IF-WAY.
2. HARD DITCH RUGS MUST REMAIN IN PLACE AT CONVENIENT LOCATIONS TO SEPARATE MANUNE
DITCH MCA THE WATERBODY CROSSING UNTIL THE WATERBODY GROSSING IS INSTALLED AND
BACNFILLLD,
3. EQUIPMENT OPERATING IN THE WATERBODY SMALL BE LIMITED TO THAT NEEDED TO PERFORM
CONSTRUCTKKi. IF OTHER TYPES OF EQUIPMENT MUST CROSS THE WATERHWY. CONTRACTOR
SHALL PROVIDE AND USE A TEMPORARY STREAM CROSSWG.
RYP.)
CREEK RANI( SAAO
CREEK BANK SAID BAG DATA
OHMS
WATER 11YEL FLUME PIPE
mam", I PIPE TRENCH
WATERL
I'Mm'0111,.1 IT
W
ME PIPE 5'MRN.
TRENCH RUG
CREEK BOTTOM PIPELINE
�NE F KEYED INTO TRENCH WALL
DIVERSION RRACE
MOTES
I'I'II
-
lJ�N�FRIII� EROSION EELS
TRENCH RU('\PPELI REACH PL
FE
EXCAVATED TRENCH
FROM ENTERING PDIACENT WATETSODIES AND WETLANDS.
CM4 SECTION rA--�
SVAE HIS T -
CM4 SECTION
YALE MS Two Dn-
,n..
4. STAGING AREA(S) FOR WATFRBWY CROSSING{SL OFA MANUM SIZE NEEDED FOR CONVENIENT
B. INSTALL DIVERSION TRENCHES AT THE BASE OF AL SLOPES ADJACENT TO THE WATERBOOY.
DENTS REPARATION 50 FEET FROM WATERS EDGE AND SHOAL BE
CONTAIN SEDIMENT ANDOR DEBRIS FROM ENTERING ADJACENT
EQUIPMENT MATS TO THE BRIDGE EQUIPMENT CROSSINGS USED TO CROSS THE
9, CHEMICALS. FUELS AND LUBRICATING 011-3 SMALL NOT BE STORED AND EOVPMENT SMALL NOT BE
S. FLUME CROSSING METHOD IFWEFMD110 NQUDE:
REFIRED WITHIN TOLD FEET OF THE WATETBODY.
A INSTAL FLUE PPE(S) AFTER BLASTING IF NECESSARY} BUT BEFORE ANY TRENCHING,
L B. USE SAD BAG OR SANDBAG AND MASTIC SHEETING DIVERSION STRUCTURE OR
10. INSTILL TRENCH RUGS CI BOTH SIDES OF TIE WATERBODY TO PREVENT DIVERSION OF WATER WTO
EQUIVALENT TO DEVELOP AN EFFECTIVE SEA AND TO CERT STREAM RDW THROUGH THE
UPLAND PORTIONS OF THE PPEIRE TRENCH AND TO KEEP ANY ACCUMULATED TRENCH WATER OUT OF
RULE PPE ISOEMODIFICATIONS roTHE SPREAMBOTTOM WAY BEREOUIEDTOACxEYE
TIEWATFRIM
AN EFFECTIVE BEAU
C. MROPERLYADN RUE PPE(S)TO PREVENT BANK EROSION AND STPFAMBED SCOUR.
N. CONTRACTOR SMALL POSTPONE GRADING OF RIGHT-OF-WAY IMMEDIATELY AUACFNTTOWATERBDDY
D. DO NOT REMOE RIM RIPE DURING TWICHING, PIPE LAYING, OR BILIPSLNG ACTTVM.
UNTIL STAGINGNEA IS PREPARED AND WORK N THE WATERBODY IS READY TO COMMENCE.
OR INITIAL STREAM BED RESTORATION EFFORTS.
E. REMOVE ILL FLUE PIPES AND OWE THAT ARE NOT ALSO PMT OF THE EQUIPMENT BRIDGE
12. INSTAL GEOTEKHF FABRIC UNDER AL BRIDGES AND TEMPORARY TAKER MATS N ORDER TO
M SOON M FINAL CEANUP OF THE STREAM BED AND SAW IS COMPLETE.
PREVENT SEDIMENT FROM/ ENTERING ALMCENT WATDBDI AND WETLANDS.
6. THERUMS PIPE MST BE SIZED TO PREVENT WPEUAENT OF THE UPSTREAM ROW AND TO
AMMAN ADEQUATE FLOW RATES TO PROTECT AQUATIC LIFE. AND PREVENT THE WTERRUPTION
OF FASTING DOWNSTREAM USES.
T. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED QALY AND REPARED IF
NECESSARY.
FLUME CROSSING TEMPORARY EROSION CONTROL MEASURE
CM4�i
SCARCE S
SEGREGATE TOMSOL WATERBODY (REF ROTE 3)
FROM TRENCH LNEONLY. %TOP OF BINK EXTRA WOTUUPICE
(MAA 17) j �WATEABODY] I
Tk CULVERTS
ER
MATSARE OPTIONAL)
NOTES LEXTRAWORKSPME PLAN VIEW
ExmnWONCSPACE
1. THIS METHOD WILL BE USED N WETLANDS WITHOUT STANDING WATER OR SATURATED SOILS. IF NORMAL CONSTRUCTION EQUIPMENT
GAUGES RUTS OR MIXING OF TOPSOIL AND SUBSOIL LOW -GROUND -PRESSURE EGUIPMEM WILL BE USED, OR MI EQUIPMENT WILL BE
OPERATED ON TUBER MATS.
2. INSTALL DIVERSION TERRACE AT ME BASE OF ALL SLOPES AD.YCENT TO THE WEIL ND.
3. EXCEPT FOR THE GRADED DRIVE LANE. CONTRACTOR SMALL POSTPONE CLEARING IN THE BUFFER AREA ADJACENT TO WETLAND ANTE THE
STAGING MEA S PREPARED AND WORK N THE WETLAND S READY TO COMMENCE. BUFFER IS A MINIMUM OF FIFTY (59) FEET AND EXTEND
FIFTEEN (15) FEET BEYOND THE EDGE OF THE RIPARIAN AREA
4. USE ADDITIONAL TIMBER MAT LAYERS TO PRISE CROSSING ABOVE GAME WHERE POOR SOL CONDITIONS EXIST AND CONDITIONS REQUIRE.
5. CLEARLY AND MEOLUTELY FUG ALL BUFFER ZONES PRIOR TO CLEARING.
6. INSTALL GEOTEXTOE FABRIC TINDER ALL BRIDGES AND TEMPORARY TRADER MATS IN ORDER TO PREVENT MOMENT FROM ENTERING
TYPICAL UNSATURATED WETLANDIWATERBODY
CROSSING WITH TOPSOIL SEGREATION
iM4 3
LE NR M
WETLANYWATFNB00Y BUFFER OMIT
ALL
10' MIN. ALL 10' MIN.
TIMBER EQUPMEW MATS WITH SIDE BOARS
I �EROBgN EELS
ON EELS ly
[/—SILTFENCE
L
1 �
PLAN
mam", I PIPE TRENCH
I'Mm'0111,.1 IT
TIMBER MAT WITH SIDE BOARDS
TRENCH RUG
PROFILE
�NE F KEYED INTO TRENCH WALL
DIVERSION RRACE
MOTES
I'I'II
-
lJ�N�FRIII� EROSION EELS
DEBARS.
FE
2. MATERIALS RACED N WETLANDS SMALL BE COMPLETELY REMOVED WRING
FROM ENTERING PDIACENT WATETSODIES AND WETLANDS.
FINAL CLEAKUP. REMOVAL OF THIS STRUCTURE S NOT CONTINGENT UPON
LIMITS
Tk CULVERTS
ER
MATSARE OPTIONAL)
NOTES LEXTRAWORKSPME PLAN VIEW
ExmnWONCSPACE
1. THIS METHOD WILL BE USED N WETLANDS WITHOUT STANDING WATER OR SATURATED SOILS. IF NORMAL CONSTRUCTION EQUIPMENT
GAUGES RUTS OR MIXING OF TOPSOIL AND SUBSOIL LOW -GROUND -PRESSURE EGUIPMEM WILL BE USED, OR MI EQUIPMENT WILL BE
OPERATED ON TUBER MATS.
2. INSTALL DIVERSION TERRACE AT ME BASE OF ALL SLOPES AD.YCENT TO THE WEIL ND.
3. EXCEPT FOR THE GRADED DRIVE LANE. CONTRACTOR SMALL POSTPONE CLEARING IN THE BUFFER AREA ADJACENT TO WETLAND ANTE THE
STAGING MEA S PREPARED AND WORK N THE WETLAND S READY TO COMMENCE. BUFFER IS A MINIMUM OF FIFTY (59) FEET AND EXTEND
FIFTEEN (15) FEET BEYOND THE EDGE OF THE RIPARIAN AREA
4. USE ADDITIONAL TIMBER MAT LAYERS TO PRISE CROSSING ABOVE GAME WHERE POOR SOL CONDITIONS EXIST AND CONDITIONS REQUIRE.
5. CLEARLY AND MEOLUTELY FUG ALL BUFFER ZONES PRIOR TO CLEARING.
6. INSTALL GEOTEXTOE FABRIC TINDER ALL BRIDGES AND TEMPORARY TRADER MATS IN ORDER TO PREVENT MOMENT FROM ENTERING
TYPICAL UNSATURATED WETLANDIWATERBODY
CROSSING WITH TOPSOIL SEGREATION
iM4 3
LE NR M
WETLANYWATFNB00Y BUFFER OMIT
ALL
10' MIN. ALL 10' MIN.
TIMBER EQUPMEW MATS WITH SIDE BOARS
I �EROBgN EELS
ON EELS ly
[/—SILTFENCE
L
1 �
PLAN
THEN RAMP
TIMBER MAT WITH SIDE BOARDS
EROSION EELS
MV
PROFILE
MOTES
1. PERIODICALLY CHECK INSTALLATION AND REMOVE BUILDUP OF SEDIMENT OR
T. INSTAL GEOTEXTTLE FABRIC UNDER ALL BRIDGES AND
DEBARS.
TEMPORARY TIMBER MATS N ORDER TO PREVENT SEDIMENT
2. MATERIALS RACED N WETLANDS SMALL BE COMPLETELY REMOVED WRING
FROM ENTERING PDIACENT WATETSODIES AND WETLANDS.
FINAL CLEAKUP. REMOVAL OF THIS STRUCTURE S NOT CONTINGENT UPON
ESTABLISHMENT OF PERMANENT VEGETATION.
B. ALL TIMBER MATS SHALL HAVE SNE BOARDSILURBS TO
3. IF A WATERBODY IS LOCATED WTIHN A WETLAND SYSTEM, EXTEND TIMBER
CONTAIN SEDIMENT ANDOR DEBRIS FROM ENTERING ADJACENT
EQUIPMENT MATS TO THE BRIDGE EQUIPMENT CROSSINGS USED TO CROSS THE
WATEIBODIES AND WETLANDS
WATEFBCOY IN ORDER TO ALLOW FOR CONTIMNIUS TIMBER EQUIPMENT" MAT COVERAGE
THROUGH GH THE WETWD AND WATERBODY AREA
4, USE ADDITIONAL TIMBER MAT LAYERS TO RASE CROSSING ABOVE GRACE
INHERE POOR SOIL CONDITIONS DOST.
5. TIMBER EOUIPENT MATS SMALL EXTEND A MINIMUM OF 10 FEET OUTSIDE
OF THE WETIANCYNATERBODY BOUNDARIES.
6. INSTAL EARTHEN RAW APPROACHES TO TIMBER EQUIPMENT MTS, EARTHEN RUMPS
TO BE CONSTRUCTED OF UPLAND MTBUIL TOP SOIL SHALL NOT BE USED TO
CONSTRUCT EARTHEN RAMPS.
TEMPORARY TIMBER EQUIPMENT MAT
CM4 dal
IV1 NR
WATERBODY TOP
OF BANK
W N
PAP TO APPROVED RAsnc LFERro
YEGETATEONEAOR FORM IPSIREAM
WATER CONTAINMENT BDOWNST.
SUMP. DW.IS.
DISCHARGE HOSE DIRECT TO APPROVE]
DISCHARGE AREA WITH APPROPRIATE
SCOUR PROTECTION(DIFTUSEN)
ASILTFENCh ,SPOIL PILE(TYP.)
DIVERSION TERRACE
RYA.)
REFDENCE NOTE 3)
EXTRA WORKSPACE A /(N W. O.LVENTS INDERJ' � LEXTRAWORKEPACE
MOTE. SILT FENCER MA15ARE OPTIONAL) PLAN VIEW FILTEWSCREEN SILT FENCE
1. CONSTRUCTION METHOD SHOWN IS AN OPTION M CONDITIONS NECESSITATE.
2. EXCEPT FOR THE GRADED DRIVE IME, POSTPONE CLEARING IN THE BUFFER AREA ADLACENT TO WATERBODY UNTIL THE
STAGING AREA IS PREPARED AND WORK IN THE WATERBODY IS READY TO COMMENCE BUFFER SA MINIMUM OF FIFTEEN (15)
FEET AND EXTENDS FIFTEEN (15) FEET BEYOND THE EDGE OF THE RIPARIAN AREA TO A MAXIMUM OF FIFTY IN) FEET.
3. INSTAL SLOPE BRENER AT THE BASE OF AL SLOPES ADJACENT TO THE WETLAND.
A. FUG BUFFER ZONES PRIOR TO CLEARING.
5USE SILT FENCE W THE STREAM AT THE TIME OF CROSSING TO CONTAIN SATURATED SOILS.
B. UNIT' BANK GRADING IN BUFFER AWA (ME NOTE 2) TO WDM ALLOWED BY PEW ACROSS CONSTRUCTION ROW,UNLESS
TOPOGRAPHICAL FEATURES CCTATE OTHERWISE IF APPROVED BY THE ENVIRONMENTAL INSPECTOR
T. INSTAL GEOTEXT9E FABRIC CINDER AL BRIDGES A 3TEMPORARY TIMBER MTS IN ORDER TO PREVENT SEDIMENT FROM
ENTDUIG MI ICE NT WATERCOOES AND WET/MDS.
TYPICAL WATERBODY CROSSING (DAM AND PUMP METHOD)
TEMPORARY BRIDGE
INSTAL GEOTEXTILE FABRIC UNDER ALL
BRIDGES AND TEMPORARY TIMBER MATS IN
ORDER TO PREVENT SEDIMENT FROM EN TERING STEEL PATE
ADJACENT WATEPBODIES AND WETLANDS.
WATERBODY
PLAN VIEW
STEELPATE FLATBED RAILCAR
NUL.
••UNDSTUECO
CREEK BARS ENSURE ADEQUATE
DECIAIE OPE4rRC:'-_
N STREAM DISCHARGE
CM4 SECTION n
Scrr NIS THISDRAA-G
STEEL RATE DECK
CM4 SECTION n
YALE Ms
THIS ` wING
TEMPORARY TIMBER EQUIPMENT MAT
CM4 s
7-- NR M
REF. DWG(S)
PIEDMONT 5 MTURALGVS FACILITY CUW64M ARE CONSIDERED CONFIDENTIAL (011-1095)' DRAWING S CURRENT MY THROUGH THE LATEST REVISED DATE' TO INSURE TIERS S NO RSKOF NMPROPRUTE DISCLOSER NL PREVIOUS PIPEROONEB OF THIS DRAWING MUST BE DESTROYED NACCO DANCE WITH RECORDS 6 EEO. MANAGEMENT (RIM) POLICY 1001
—N(SI DEeclvraN SHEETIS) 12 01YG SpAF ASS
.15-2019 ISSUED FOR 8079 SUBMITTAL �N K�NB�I AREAGIODE�M`�'"24D0 LINE 326 REPLACEMENT- PHASE 2
-19-2019 ISSUED FOR 90%SUBMITTAL VN KGU ER ACCOUNT NUMBER 10100 DWG GATE OL1511019 SUPERSEDED
PROJECT NUMBER o21Se10 ro �aINE �/� Piedmont TYP WORKSPACE CM 4 (SHEET 1)
DRAWING BY DN e�eLGY. Cur Natural Gas FORSYTH COUNTY, NC ANG -C-326-0001032
STATION ID HIA
LIEN INITIAL$ SIG WNSTONSAETA REBC/OE CENTER WINSTON-SALEM, NC ouvllfiR:BpIR64 enRt mJMM8N

7TLOCATE SO TRENCHING DOES NOT NAY.GA..BE OPENED ONLY WRING
CONSTRUCTION PROCEDURES.
AFFECT THE TEMPORARY GRGSSIN VEHICLE
iOPOF BANK
THE FOLLOWING IS A SEQUENCE OF CONSTRUCTION AND PROCEDURES TO BE FOLLOWED AT ALL
TEMPORARY FLUME VEHICLE CROSSINGS.
STEEL
FLU ES
1. TEMPORARY BRIDGE MAY BE SUBSTITUTED FOR THE TEMPORARY FLUME CROSSING.
2. THE LENGTH OF THE FLUME SHALL BE GUFFICIENTTO SPAN THE ENTIRE AREA REQUIRED FOR
TEST WATER
VARIES
F FL�—SCOUR
IAS NEEDED)
VEHICULAR ACCESS, EXTENDING IWO(2) FEET MINIMUM BEYOND THE TOE OF FILL MATERLY.A
LONGER PIPE IS TO BE USEO.IF NEEDED. TO MMNTNN STONE SIDE BLOPES, FLUMECMAGtt TO BE
THE MAXIMUM FLOW ANTICIPATED TO OCCUR DURING INSTALLATION, AS SPECIFIED IN
FROM PIPELINEiKIN
DIFFUSER
WATER!BASEDON
CONSTRUCTION DOCUMENTS.
TOPLEVELEDGE TOP OF
GRADERP4IAPOR
TOP OF BANK
0. WHEREPRACTICAI, BACKFILL AROUND THE PIPES ATTIRE ROAD WITH CLEAN. COARSE ROCK FILL
LOW HIGH BAKKSANDBAG
Y OR TIMBER MATS TO
MATERIAL.IFS000R IS POSSIBLE. RIPRM IS TO BE PLACED ON THE WATERBODY BED
WOODEN MATS
NORMA
G PROTECTED FORM STABLE APPROACH ROADS
(AS NEEDED)
DOWNSTREAM OF TIE PIPE OUTLET EXTENDING A MINIMUM OF TWO (2) PIPE DAMEMRS,
STEEL PLATER.
LAVER LOWEST POINT OF
— EXPENDING BACK FROM THE EDGE OF THE
V WATERCOURSE
ALTERNATIVELYTIMBER EQUIPMENT MATS, SAND BAGS OR TIMBER CORDUROY MAYBE USED TO
FORM THE TRAVEL SURFACE,
ORSIMIIAR
EMIRESTRUCTIRE FROM PIPELINETOBE
BOTTOM OF DITCH 'JI' 1S MN.
MN. '
A. TOREDULE DEBRIS ENTERING THE WATERBODY FROM EQUIPMENT TRACKS, THE APPROACH ROAD
NON SECURED TO PREVENT MOVEMENT.
MATERIALS
0
PLAN VIEW
LEADING TO THE CULVERT CROSSING MUST BE RAISED AND STABRIZED SO EQUIPMENT LOADS ARE
SUPPORTED A SUFFICIENT DISTANCE BACK FROM THE WATER. IF CUTS ARE NEEDED TO OBTAIN
(ROCU GRAVEL ETC.)
(ROCKG GRAVEL
SAG BENDAG BEND
SATISFACTORY GRADE, THEY ARE TO BE DUG WITH SIDE DITCHES AND STABLE SLOPES. EROSION
FLAMECUTI )1TDM.ETERHOUS
MN. TO TOP OF PIPE OR
FLUMES TOP OF BANK
AN SEDIMENT CONTROL MEASURES ARE TO BE INSTALLED TO UNIT THE POTENTIAL FOR SEDIMENT
@V,9P.1B0'dVENTEDTO NIST
WEIGHTS IF REQUIRED
MI 12' MINS
TO ENTER THE WATERBODY IF.. CHECK CAMS, RIP -RAP. SEED AND MULCH, SEDIMENT TRAPS. ETC.).
000 00 RIOT BOTTOM)
•
UNDISNRBEDYj^�
S. PERIODICALLY CHECK THE TEMPORARY CROSSING INSTALLATION AND REMOVE ANY BUILD-UP OF
SEDIMENT OR DEBRIS ON THE BRIDGE, DISPOSE OF THIS ENTERAL AT LEAST 100 FEET FROM THE
CREEK BWKS GEOlE7RILE SPACNG WIDTH
FABRIC IAPmOX IR OM)
WATERBODYANOABOVE THEHIGHWATERLEVEL.
6. FOLLOWING COMPLETION OF THE CROSSING. REMOVE ROCK ALL IN OR MOUND FLUME PIPES FROM
CLEAN, COARSE ROCI(Fl
THE WATERBODY OR WETLAND.
T. RE STORE STRFAMBMK$ANDWATERBODYBOTTOM.
10 -PIPE S%PE
NOTES.
B. IF WATER IB PRESENT (FLOWING), GEOlEX11LE FABRIC CAN BE PLACED OVER THE FLUMES TO NEEP
- -_--
1. NISDESDRAWIN ABL ALL DITCH CROSSINGS HOT SHOWN INDIVIOUPILY
IT IN PLACE PRIOR TO INSTALLING BRIDGE MATERIAL
oO. WATER DISCHARGE
OTHER CONSTR
BESIGNEDONOTHESATION EASUREORAWNGS.
UCTION DRAWINGS
2 EO AS DIRECTED BY COMPANY,IF NOT
CM4 SECTION �E1
O� �%�W
SPECIFICAILYOENTF ED ON ALICNMMESMTODRRAITIS
SG4E HTS Twi OVWMING
`
0. ALL NEW CONSTRUCTION TO BE DONE BY CONTRACTOR
WEDDED 1O O.D. PPE- APPROAMATELY W LONG
RITE SIGN
ENDS) CLOSED AT BOTH ENDS
PIPE TO BE LONG END"
EXAMPLE OF DEWATER DIFFUSER
TOPOF BANK FOR STABLE FILL SLOPES
(ACTUAL SIZE TO BE DETERMINED BY FLOW CONSTRAINTS)
TOP OF WATER ;I. ','-" STEEL FLUMES
0 ROCK RIP -RAP
FLOW ROW
'
INSTALL PPE ON
GEOTMILE
FABRIC SiPFAMBED
CM4 SECTION
SGLE MS TNS DVMM,NG
TYPICAL FLUME BRIDGE CROSSING
TYPICAL WATER DISCHARGE DIFFUSER
TYPICAL STREAM UNDERCROSSING
CM4N
5
,o
CM4 �i
SGLE NR
CM�
SGL£ MS
{
@a
1
PROPRIETARY d CONFIDENTIAL ALL RIGHTS RESERVEDW NOT $CNE THIS DRAWING' USE DIMENSIONS ONLY
REF, DWCMS)
PIEDMONT 5 NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095) DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE' TO INSURE THERE IS NO RISK OF INAPPROPRIATE OWLOSER ALL PREVIOUS PAPERCO%ES OF THIS DRAWING MUSTBE DESTROYED NACCOPD WCE WITH RECORDS& MPO. MANAGEMENT (RIM) POLICY 1001
I
ogre AewxxAfl PeeGBsmx Pr GNe AreP oexmeriox
LINE 326 REPLACEMENT- PHASE 2
SHEE'r 13 DWGSCALE ASSHOWN
B
B 2-,&20,9 ISSUED FOR 60% SUBMITTAL VN KGUB AREA CODE 2A00
C 1320,9 ISSUED FIXR 90% SUBMITTAL VN KGU ER ACCOUNT NUMBER,0700 EGG 1EAI
DWG DOTE OL75D019 SUPERSEDED _
F
//L�� Piedmont
PROJECT NUMBER oz+HH+a , G,
��DUI�
ENERGY.
[(0�1 Natural Gas
TYp WORKSPACE CM 4 (SHEET 2)
DRAWING BY VN
STATION •
FORSYTH COUNTY, NC
WWSfOHSALFM RESOURCE CENTER WINSfONSALEM,NL
PNG-C-326-0001033
C
S PROT:}SQNV.BL;Wi715iA1PECIER
ID WA
WIIVL$ BG
�BAye �gl,e ,y,EB

BORED RAILROAD CROSSING
CONSTRUCT DETAIL 1
SCALE NIS lYP
10 11 DETERMINED
oI
TREI
�NCH � .. SPOIL ,.
SEE NOTE3 `MAXE
IT
BEE NOTE 6 MKK.r DRAB
— REQUIREDBY
... ...
ROCK
FREEBACGLL COMPANY.
,_J111111111V CARRIER PIPE
ROCKFREE SOIL (PADDING MATERIAL)
REQUIRED (r) SIX INCHES BELOW
PIPE WHEN ROCK IS PNESEM.
SUPPORT PILLOWS OF SANDBAGS
NOTES:
1. DEPOT OF COVER SHALL BE MEASURED AS THE SHORTEST DIMENSION FROM THE TOP OF
THE COATED PIPE TO THE NORMAL GROUND LEVEL
2. BACKFILL TO BE ROCK FREE TO A DEPTH EQUAL TO OR GREATER THAN THE ROCK DEPTH
IN ADJACENT UNDISTURBED MEAS,
1 BACKFILL IN CULTIVATED AREAS TO BE ROCK FREE A MINIMUM OF 17 BELOW THE
SURFACE OF THE SURROUNDING SOIL
t SINES OF TRE NCH TO BE SLOPED IN ACCORDANCE TO OSHA SAFETY REGULATIONS
REGARDING EXCAVATIONS.
TRENCH AND BACKFILL REQUIREMENTS
FOR GAS PIPELINE
CONSTRUCT DETAIL z
SCALE MB
PIEDMONTS NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OW1095)-DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE -TO
APPROXIMATELY 2W
m m
F
[a
©PI
ROR
c�_LLN
p
m ENTRY g
I I
ooh
A-DPoLLMPS RIG H -MIA PI
' A. FXRPR
I 1 B-LIFTEOUIPMENf
B-DRILLFRSCONSOE I -MUD PIT
1 G_
-WELDING AREA
GENERATOR JFRAC TANK$
FRAC
I D -MUD PIT
C DRILL PIPE
D -CRANE (PALLETS)
E - PARTS VPN L - PARKING
I I I E -MUD CLEANING
F- GENE RATOR
/ G-FRACTMNS
F MUDCLEANING UNIT M - OFFICE TRAILER
' Elllf H-ODWANMENTBERM
EXIT
G�i- CONTAINMENT BE
PON
PLAN
r TO1r
PONT
' WATERB�Y a
GRADE
EPTUAL
HORIZONTAL
ISD BASE
PROFILE
NOTES:
PROFILE
1. ENSURE THAT ONLY BENTONITE BASED DRILLING MUD IS USE. THE USE OF ADDITIVES TO THE DRILLING
MUD IS PROHIBITED WITHOUT PRIOR APPROVAL OF COMPANY'S INSPECTOR.
2. INSTALL SUITABLE DRILLING MUD TANKS
OR SUMPS TO PREVENT CONTAMINATION OF WATERCOURSE.
1 DISPOSE OF DRILLING MUD IN ACCORDANCE WITH REQUIREMENTS OF ALL AMIIDROES HAVING
JURSDICTONS.
4. REQUIRED DEPTH TO BE DETERMINED AFTER GEOTECHNICAL INVESTIGATION.
CONCEPTUAL CROSSING METHOD FOR
HORIZONTAL DIRECTIONAL DRSl
CONSTRUCT DETAIL s
SCIEI, NR TYP
STRAP
A-.
\�*_ZPROPOSED W
PIPELINE
CABLE CROSSING DETAIL
CONSTRUCT DETAIL s
scME Ars TrP
Y; w,f iY•NGt �Y �Y �Y �7 �=�Y-�Y-�=�Y¢
1�1�IIy1._fy1y��1y�.1y_I���I�.
TYPICAL SITE FINISHING DETAIL
CONSTRUCT DETAIL a
Y,4E nt,
DETAIL BY PIEDMONT NATURAL GAS
M.m'rt
1
CATHODIC PROTECTION SCHEDULE AND DETAILS
CONSTRUCT DETAIL
SG4E MI5
OF THIS DRAWING MUST BE DESTROYED NADCORDYICE W11H RECORDS L INFO. MANAGEMENT OIDOPOUCY 1001
LINE 326 REPLACEMENT - PHASE 2 DAGoTE ;,„
" ;DUKE /O�I Piedmorlt CONSTRUCTION DETAILS
m r ENERGY. [l Natural G's FORSYTH COUNTY, NC PNG-C-326-0001034
BIUEEM WNSTON.VJEM RESOURCE CENTER WINSTOW5.4EM. NO ,R[9[IIR'F 49IIFRIM NIIM➢FN

GEOTEX1LE FABRIC BENEATH
DEWATERING STRUCTURE TO
T SCOURING
INT DI PIPE
SCHARGE PIPE
90' 2W ELBOW
NATURALGRADE
DEWATER SECTION n
SINE Nis THIS DSM
WELL VEGETATED AREA (SEE NOTE B)
L
GRADIENT DISCHARGE HOSE
FILTER BAG CLAMPS
INTAKE HOSE
WELL VEGETATED, GRASSY AREA PUMP
PLAN VIEW
DISCHARGE HOSE
CLAM
FILTER BAG ..p INTAKE..SE
1 1
WELL VEGETATED, GRASSY AREA
ELEVATION VIEW
DEWATER DETAIL z
SCAE — TVP
PLAN VIEW
NOTES:
DEWATER DETAIL
T
NOTES'
SC.VE NTB
1rP
1. STRUCTURE SHALL BE PACED ON ASURABLE WELL VEGETATED SITE SUCH
THAT WATER WILL FLOW AWAY FROM STRUCTURE AND ANY WORN AREAS.
1. FILTER BAGS$HALL BE MADE FROM NON WOVEN GEOTEXTILE MATERIAL WITH HIGH STRENGTH, DOUBLE STITCHED*X TYPE SEAMS. FILTER BAGS SHALL BE CAPABLE OF
TRAPPING PARTICLES RINGER THEN 150 MICRONS.
].FLOW IPES R
DIVRAE
OVERFLOARGE W
STRUCTURE A NOT TH N SPECIFIED
BYANYURECYPER OVERFLOW OR ATARATE NOT GREATERTMM SPECIFIED
Z A SUTLABLE MEANS OF ACCESSING THE FILTER BAG WITH MACHINERY REQUIRED FOR DISPOSAL SHALL BE PROVIDED. FILTER BAGS SHALL BE REPLACED WHEN THEY BECOME
BYANYAGENCY PERMD IFAPPJGPBLE.
%4 FULL. SPARE BAGS SHALL BE KEPT AVAILABLE FOR REPLACEMENT OF THOSE THAT HAVE FAILED OR FILLED BEYONDX FULL
7 x7 WOODEN STAKERyp)
ROUP)
ORM WARRANT WN$TRLCNRE MAY BE
3UBSTIT
3. BAGS SHALL BE LOCATED IN WELL -VEGETATED (GRASSY) AREA. AND DISCHARGE ONTO STABLE, EROSION RESISTANT AREAS, MERE THIS IS NOT POSSIBLE, A GEOTEXRLE
CHICKEN SECURED TOS
TED
SUBSTITUTED FOR ME CIRCULAR CONFIGURATX7N SHOWN.
ATION H
CONFIGURATION
FLOW PATH SHALL BEPROVIDEO. BMS SHALLNOTSE PLACED ON$LOPESGREATERTHAN 5%.
xE WOODEN POSTS, WIFE TO EXTEND
POSTS,
BENEATH ELLE$
4. DIMENSIONS SHOWN ARE THE MINIMUM ACCEPTABLE VALUES AND MAY VARY
4. THE PUMP DISCHARGE HOSE SHALL BE INSERTED INTO ME BAGS IN THE MANNER SPECIFIED BY THE MWUFACTURERMD SECURELY CLAMPED.
2 LAYERS OF 7 x7 x4•
\ \
DEPENDING ON SPECIFIC LOCATION.
SECURELYTIEDBAESOF
\
S. THE PIMPING RATE SHALL BE NO GREATER THAN 750 GPM 01 THE MAXIMUM SPECIFIED BY THE MANUFACTURER WHICHEVER IS LESS, OR IN ACCORDANCE NTH PERMIT
HAYORSTRAW
\ \
\
\ \\
\ \
MWE MO TERING
S.CONTMCTOR$WIILY
REOUIREMENTSIF APPLICABLE. PUMP INTAKES SHOULD BE FLOATING AND SCREENED.
GEOTE)LPIE FABRIC TO BE
UPONCOMERLY
STRUCTURE IMMEDIATELY UPON C DEWAEOFOEWACEDU
DEWATERING PROCEDURE.
W\
INSTALLED BEHIND WIRE FENCE
USED DEN T
UNDER NO CIRCUMSTANCES SHALL USED DEWATERING STRUCTURES BE LEFT TI
6. FLTER BAGS WILL BE INSPECTED FREQUENTLY. If ANY PROBLEM IS DETECTED, PUMPING SHALL CEASE IMMEDIATELY AND NOT RESUME UNTIL THE PROBLEM IS CORRECTED.
\\
\
OF THANTIME GREATER THAN dB HOURS AFTER TO COMPLETION
OF
7CONTRACTOR SHALL PROPERLY REMOVE AND PROPERLY DISPOSE OF USED FILTER BAGS IMMEDIATELY UPON COMPLETION OF DE OPERATION IN ACCORDANCE
\ \
NATURAL GRADE
DEFORMYPERK)U
OF D
DEWATERING PROCEDUCEDURE.
-WATERING
WITH THE CONTRACTORS APPROVED WASTE MANAGEMENT PLAN
B.IF VEGETATIVE AREA IS NOT AVALMLE, INSTAL EROSION RESISTANT GEOLTEXTBE FABRIC TOA WELL -VEGETATED AREA DOWN GRADIENT OF THE FILTER BAG. NOTE N THIS
AREA IS OFF OF COMPANY EASEMENTIETWS LIMITS, LANDOWNER PERMISSION MAY BE REWIRED PRIOR TO DEWATERING ACTIVITY.
NOTES:
BSS
`HK3HEN
AIR BETWEF ROWE OF
AN FILTER MEON'BETWEORSTRA
S TAKES SECURING 'HIGH EFFICIENCY AN FILTER MEGA'
BALES
ORS7MWBALES
MO CHICKEN WIRE FENCE ARE NOT SHOWN FOR o-AROY
PURPOSES.
DEWATER SECTION
/1
SC11E MS TH5 O�M'MY!G
PIEDMONT 5 NATURAL GAS FAC1UTY DRAWINGS ARE CONSIDERED CONFIDENTIAL(I
;I� FrmFEooWv.er�va•AIsrAAa
TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS L INFO. MANAGEMENT (RIM) POLICY 1001
LINE 326 REPLACEMENT - PHASE 2 D„2—'EL11;19 �'PS"E`DED `
't °gPiedmont TYPICAL DEWATERING DETAILS
smr. ram Natural Gas FORSYTH COUNTY, NC PNG-C-326-0001035
WNSTONSLLEM RESOURCE CENTER WINSTONSAEM, NC nxn,lE„�Ea,M„E,A

IT 1 EXAMPLE: 20 SLOPE WOULD
IT REQUIRE SPACING OF IT IF
HEIGHT OF BREAKERS IS B'.
L O 54f
51SUAVERAIEUD7�
TOPSdL 17
17
1 UYERB Y1T THICK
ROCKSMIIELD ON TOP
113 OF PPE TO
RtOTECT COATING
CMIN. BREAKER SECTION �1
SCALL NTS IS I,-.
NOTES:
BREAKER SECTION /n1
SCALE NTs 7115 ORAMND I. BREAKERS SHALL BE INSTALLED AT SHARP CHANGES
v OF SLOPE WHERE THE NATURAL DRAINAGE PATTERN.
PROFILE WILL CAUSE THE TRENCH TO ACT MA DRAIN
SLOPE SPACING 2. ADJUST SPACING OF BREAKERS SO TOP OF BREAKER
IS APPROXIMATELY THE SAME ELEVATION AS BOTTOM
LESS THAN 5% NO STRUCTURE OF UPHILL BREAKER OR AS INDICATED IN TABLE SAM
5TO f0% 100 TO 150 FEET ELEVATION AS BOTTOM OF TO RIGHT (MORE
11TO 15% 80TO IN FEET STRINGENT SHALL APPLY)
16 TO 20% TO TO BO FEET S COMPANY MAY SPECIFY POLYURETHANE FOAM
21 TO 30%50TOMFEET BREAKERS OR OTHER MATERIALS AS REWIRED
REATERTHW 3M
25 TO W FEET
1. WHEREPIPELINE iRBICH MAY GRAIN AWETANO.
CONSTRICTTRENCH E=`ANDIGRSEAL TRENCh
BOTTOM AS NECESSARY TO MAINTAIN ORIGINAL
SACK (TRENCH) BREAKERS WETLA>D HYDROLOGY.
REQUIREMENTS 5 FOR EACH wATERBODYCROSSED, INSTALL
BREAKER DETAIL 1 PERMANENT TRENCH BREAKER AT THE BASE OF
SGML NTS SLOPES NEAR THE WATFABODY. LOCATE TRENCH
BREAKER UPSLOPE OF THE SLOPE BREMER
SLOPE BREAKER OUTLET DIEM
SHALL BE PLACED WHERE 1 ��� SWALE BO7TOA
RUNOFF WILL BE RELEASED 111
ONTO EXISTING
WELL -VEGETATED GROUND
INS TALL SILT FENCE CONTACTED
DR HAY BALES IN THE
ABSENCE OF WELL EARTH ROSE
VEGETATED AREAL
TO BE REMOVED
WHEN MEA IS GMVEUROGV
VEGETATED AFTER GEOlEX1ILE PLAN VIEW
CONSTRUCTION
EARTH RIDGE
BREAKER SECTION /c1
SCALE NTS THSVRAWINC
NOTES'
I. PERMANENT SLOPE BREAKER SHALL BE INSTALLED AT TMLE1
THE BASE OF SLOPES ADJACENT TO WATERBODIES AND SLOPE(%) BE CING(FE
WETLANDS DURING F NAL GRADING.
2. PERMMENT SLOPE BREAKER SHALL BE INSTALLED PER
THE SPACING REQUIREMENTS IN TABLE V ARRAS PART
OF FINAL DIMING.
PERMANENT SLOPE BREAKER
BREAKER DETAIL z
SONE N15 lYP
MILL A RESURFACE
MILL & RESURFACE
ti Mx.
SAWCUT EXISTING PAVEMENT
TO THE FULL DEPTH OF ASPHALT
AGPHALT
CONCRETE SURFACE—ERIAL'
ttwK�
7.5- TOTAL ASPHALT CONCRETE PAVEMENT
' DEPTH OR EOUAL TO THE DEPTH OF EXISTING
KEY SLOT
ABPHALT CONCRETE, WHICHEVER IS GREATER
AGGREGATE BASE MATERIAL
HORIZONTAL AND VERTICIL SURFACES
TYPE I S12E 40.21A OR 210 E� SUBEASECOURSE DEPTHSHALLBEIVOR
EQUAL TO DEPTH OF FASTING SUBEASE,
SIAL BE TACKED WITH RC250 LIQUID
WHICHEVER IS GREATER
ASPHALT AT A RATE OF 0.1 GALLON PER
BY, OR AS
_
R'�H
DETERMINED BY THE OISTRICT
ADMINISTRATOR'S DESIGNEE
MAY ROW ALONG TRENCH AND REMOVE PADDING OR
----- SELECT MATERIAL TYPE I NTH MINIMUM CBR =30
NOTES:
V PIPELINE
----- --- CUBS I BACKFILL MATERIAL IN ACCORDANCE WITH SECTION 302
' ASPHALT DONLREIE SURFACE MATER
OF THE ROAD AND BRIDGE SPECIFICATIONS.
SM 8 SA FOR ADT - 10,000
N0.26 OR 27 AGGREGATE RPE BEDDING IN ACCORDANCE WITH
BM B5D FORADT' 10,000
SECTIONS 2058 302 OF THE ROAD AND BRIDGE SPECIFICATIONS
THE DISTRICT ADMINISTRATORS DESIGNEE SHALL DETERMINE
THE RESTORATIONREQUIREMENTS FOR OTHER PAVEMENT
5. ALL SAFETYREWIREMENTS WRING INSTALLATION5wL
SHALL BE STRICTLY ENFORCED.
TYPES.
"TRENCH WIDTH AND PIPE BEDDING SHALL BE IN
ACCORDANCE WITH SCDOT.
"' 12 INCHES MINIMUM BEYOND THE EDGE OF THE TRENCH ON
ASPHALT PAVEMENT RESTORATION FOR
LONGITUDINAL OPEN CUTS, OR 25 FEET MINIMUM BEYOND ME
OPEN CUT UTILITY INSTALLATIONS
TRENCN CENTERLINE ON PERPENDICULAR OPEN CUTS. ORM
BREAKER DETAIL 5
DETERMINED BY THE DISTRICT ADMINISTRATOR'S DESIGNEE
SCALE NTS —
PFDMOHT 5 NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OMA095)
PIPELINE
BACKFILLTOBE
COMPACTED FROM
BOTTOM UP
WHENUNDER PINE
NNEN SPECIFIED
B PIPELINE
1NL G=AVERAGE TYPICAL BREAKER PLACEMENT
POLYURETHANE FOAM TRENCH
APPROXIMATE BREAKER SPACING BREAKER DETAIL 13
$= fie SCALE Ars
OF THIS DRAWING
.I. DUI Piedmont
ENBIOY.Iram
Natural Gas
NOTES:
1. FILL BAGS WITH EARTH OR CUYAND RTIOGEFHERTO FORM
WATERTIGHT BARRIER WITH BREMBIS LEADING EDGE TAPERED TO
FORCE WATER TO SURFACE.
2. INSTALL BREAKER IN AREAS PRONE TO BACKFILL MATERIAL EROSION.
3. CONSTRUCT IMPERMEABLE BARRIER USING 6 MIL POLYETHYLENE BRIEF
OR MINIMUM A' THICKNESS OF BENTONITE OR EQUIVALENT
1. EXTEND IMPERMEABLE BARRIER A MINIMUM 17 BELOW DITCH B070M
AND IT BEYOND DITCH WALLS,
TYPICAL SACK DITCH BREAKER
BREAKER DETAIL a
—E Ars
r BE DESTROYED INACCORDANCE WITH RECORDS S INFO. MANAGEMENT (RIM) POLICY 1001
LINE 326 REPLACEMENT - PHASE 2
TRENCH AND DITCHBREAKERS
FORSYTH COUNTY, NC
WNSTONSALF/A RESOURCE CENTER WINSTONSNEK NC
PNG-C-326701036 C
NOTES:
r-0- MAX TOPSOIL
1. POLYUREIHANE FOAM SWII CONFORM TO ALL
ENVIRONMENTAL REGULATIONS WITH RESPECT TO LONG
TERM STABILITY CONCERNING CHEMICAL COMPOSITION.
KEY SLOT
Z FOAM WITH W11. RL DENSITY AND K Psi MINIMUM
H'U'DEEP X I' -V WIDE)
COAWESSVE STRENGTH OR EQUAL SHALL BE USED,
W SOIL DRDH
J NVALLEYS. DRAINAGE AREAS OR AREAS WHERE WATER
MAY ROW ALONG TRENCH AND REMOVE PADDING OR
BACKFILL FROM MOUND THE PIPE ADJUST SPACING OF
POLYURETHANE PIPELINE B' PADDING
BREAKERS SO TOP OF BREAKER IS ATAPPROXIMATELY
THE SAME ELEVATION AS BOTTOM OF UPHILL BREAKER
1. APPROXIMTE BRACING OF BREAKERS SHALL BEM
DRECRO BY COMPANY INSPECTOR.
BREAKER SECTION /D1
NIB MSVAwwc
5. ALL SAFETYREWIREMENTS WRING INSTALLATION5wL
SHALL BE STRICTLY ENFORCED.
PIPELINE
BACKFILLTOBE
COMPACTED FROM
BOTTOM UP
WHENUNDER PINE
NNEN SPECIFIED
B PIPELINE
1NL G=AVERAGE TYPICAL BREAKER PLACEMENT
POLYURETHANE FOAM TRENCH
APPROXIMATE BREAKER SPACING BREAKER DETAIL 13
$= fie SCALE Ars
OF THIS DRAWING
.I. DUI Piedmont
ENBIOY.Iram
Natural Gas
NOTES:
1. FILL BAGS WITH EARTH OR CUYAND RTIOGEFHERTO FORM
WATERTIGHT BARRIER WITH BREMBIS LEADING EDGE TAPERED TO
FORCE WATER TO SURFACE.
2. INSTALL BREAKER IN AREAS PRONE TO BACKFILL MATERIAL EROSION.
3. CONSTRUCT IMPERMEABLE BARRIER USING 6 MIL POLYETHYLENE BRIEF
OR MINIMUM A' THICKNESS OF BENTONITE OR EQUIVALENT
1. EXTEND IMPERMEABLE BARRIER A MINIMUM 17 BELOW DITCH B070M
AND IT BEYOND DITCH WALLS,
TYPICAL SACK DITCH BREAKER
BREAKER DETAIL a
—E Ars
r BE DESTROYED INACCORDANCE WITH RECORDS S INFO. MANAGEMENT (RIM) POLICY 1001
LINE 326 REPLACEMENT - PHASE 2
TRENCH AND DITCHBREAKERS
FORSYTH COUNTY, NC
WNSTONSALF/A RESOURCE CENTER WINSTONSNEK NC
PNG-C-326701036 C

FENCE WITH TEMPORARY CONSTRUCTION GATE
FENCE RESTORATION DETAILq)
SDALE NIS
PIEDMONT NATURAL GLS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095)• DRAWING IS CURRENT ONLY THROUGH THE LATEST RPASED DATE' TO INSURE THERE IS NO RIS)( OF INAPPROPRIATE
BRACE SECURELY
BEFORE EXISTING
FENCE IS CUT
TEMPORARY FENCE GATE INSTALLATION
FENCE RESTORATION DETAIL s
5(AlC NR
MAXIMUM OF SIX POST TO BE PAINTED
ON PIPELINE CROSSINGS
POST HEIGHT ABOVE GROUND
IS TO MATCH EXISTING POST
S DIA.
(MINIMUM)
FlELD VERIFY 1'-0' 1' FlELDVERIFY TREATED POST
IAS NECESSARY TO ESTABLISH
ORIGINAL FENCE POST SPACING)
REBUILT FENCE CROSSING
FENCE RESTORATION DETAIL a
X x
OR SAMEHEIGHT x
225 ASEXISTING
FENCE
/' X/' HOR20NTAL
X x TREATED TIMBER
BRACE (TYP)
1.180 ISEENOTEq I I
.1� J LJ 8'DIATREATED
FENCE POST(TYP)
IT")
�
BRAGNG WIRE TO BE I GA. MIN. CONNECTED TO FENCE POST WITH DOUBLE WRAP
METHOD TOP 6 BOTTOM. EACH DIAGONAL WIRE TO ALLOW TWISTING OF STRANDS FOR
TIGHTENING. FOR BRACE SPAN DETAIL SEE NOTE 3.
BRACING DETAIL
FENCE RESTORATION DETAIL s
scut xrs TYP
OF THIS DRAWING MUST BE DESTROYED NACCORDANCE WITH RECORDS S NFO. MANAGEMENT (RN) POLICY 1001
LINE 326 REPLACEMENT - PHASE 2
�r D Piedmont FENCE RESTORATION DETAILS
ENIBIOY. Natural Gas FORSYTH COUNTY, NC PNG-C-326-0001037
WINSTOKSALEM RESOURCE CENTER, NNSTOMSALEAL NC
X
MARXER POSTS
X X
X X
NOTES:
OR SAME HEIGHT
X
X X
X X
1. CONTRACTOR SHALL FURNISH AIL
ASEXISTINGNECESSARY
MATERIAL TO RESTORE FENCE
225 FENCE
x
x x
x x
TO ORIGINAL CONDITION.
2. POST.WIRE ANDOTHERMATERIALS.
x
x X
X X
BESAM AS OR EQUIVALENT MATERIAL TO
MATCH EXISTING FENCE
X
X X
X X
3. BRACE SPAN TO BE CONSTRUCTED ON
EACH S1DE OF PIPELINE RIGHT-OF-WAY,
I I
I I I I I I
I I I
I PRIOR TO INITIAL DISMANTLING OF FENCE,
80 I I
POSTS WIRE
I I I I I
I I I
I 1, ACTUAL DEPTH REOUIREDTOBESETTO
(NN)I I
SAME PS
I I I I I
I I I
I ACHIEVE A STABLE SUPPORT POST.
I 11
EXISTING FENCE
I I I I I
I I 1
1 5. UNDER NO CIRCUMSTANCES SHALL FENCE
' J
(SEENOTE2)
LJ �LJ LJ
LJ LJ
POST BE RACED DIRECTLY OVER
20 MW CLEARANCE
COMPANYS PIPELINES. CONSULT COMPANY
AUTHONZED REPRESENTATIVE FOR
LOCATIONS OF FENCE POST ADJACENT TO
COMPANY5 PIPELINE.
PIPELINE
FENCE RESTORATION
FENCE RESTORATION DETAIL 1
HALE NIS TYP
S DIA (TYP)
T Xi WOOD STAYS
X v POST
ORWIRESTAYS
(fYP)
x
x
x x
x
X
X
X X
X
225X
x X
x
�I
I x
2P I I
I x
I I I
x X
SAME AS EXISTING FENCE
Xqkx
I I I I
I
(MN.) I I
11
I I I I
I
LJ
1 1
LJ
I I I
LJ LJ I
I
AS REWIRED
2.00
.00
POST 8 WIRE SAME AS EXISTING
FENCE
BRACE SECURELY BEFORE
EXISTING FENCE IS CUR.
FENCE WITH TEMPORARY CONSTRUCTION GATE
FENCE RESTORATION DETAILq)
SDALE NIS
PIEDMONT NATURAL GLS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095)• DRAWING IS CURRENT ONLY THROUGH THE LATEST RPASED DATE' TO INSURE THERE IS NO RIS)( OF INAPPROPRIATE
BRACE SECURELY
BEFORE EXISTING
FENCE IS CUT
TEMPORARY FENCE GATE INSTALLATION
FENCE RESTORATION DETAIL s
5(AlC NR
MAXIMUM OF SIX POST TO BE PAINTED
ON PIPELINE CROSSINGS
POST HEIGHT ABOVE GROUND
IS TO MATCH EXISTING POST
S DIA.
(MINIMUM)
FlELD VERIFY 1'-0' 1' FlELDVERIFY TREATED POST
IAS NECESSARY TO ESTABLISH
ORIGINAL FENCE POST SPACING)
REBUILT FENCE CROSSING
FENCE RESTORATION DETAIL a
X x
OR SAMEHEIGHT x
225 ASEXISTING
FENCE
/' X/' HOR20NTAL
X x TREATED TIMBER
BRACE (TYP)
1.180 ISEENOTEq I I
.1� J LJ 8'DIATREATED
FENCE POST(TYP)
IT")
�
BRAGNG WIRE TO BE I GA. MIN. CONNECTED TO FENCE POST WITH DOUBLE WRAP
METHOD TOP 6 BOTTOM. EACH DIAGONAL WIRE TO ALLOW TWISTING OF STRANDS FOR
TIGHTENING. FOR BRACE SPAN DETAIL SEE NOTE 3.
BRACING DETAIL
FENCE RESTORATION DETAIL s
scut xrs TYP
OF THIS DRAWING MUST BE DESTROYED NACCORDANCE WITH RECORDS S NFO. MANAGEMENT (RN) POLICY 1001
LINE 326 REPLACEMENT - PHASE 2
�r D Piedmont FENCE RESTORATION DETAILS
ENIBIOY. Natural Gas FORSYTH COUNTY, NC PNG-C-326-0001037
WINSTOKSALEM RESOURCE CENTER, NNSTOMSALEAL NC

SPM BAG SIZ#VG
SAND BAG - DIMENSIONAL DATA
THE FOLLOWING TABLE SHOWS THE SAID BAG
WEIGHT SIZE THAT IS TO BE USED WHEN
INSTALUNG SAND BAG FOR BUOYANCY
FLLED SAND BAG 6 COMPARTMENTS
CONTROL IFOR NEGATIVE BUOYANCY)
FILLED CAPACITY: 50.00 CU R.
WEIGHT: 5.000 LB.
PIPE SIZE NOMINAL PIPE SIZE ACTUAL SADDLE BAG WEIGHT SIZE
r 2.00P 50 Las
c 4" 2IDLBS
P 6.625 440LBS
r &025' 600US
IT 10.750' 1,100LBS
Ir 12750' 1.000 LBS
+5 16,00v2500 LBS
_
J
2P 20.00P 5.000 LBS
2D.WV
— CARRIER PIPE
21' &.00Pi 5,000 LBS
3P 00.00P 9,000 LBS
=
35 35000'I 9,000 LBS
Ir 42000 12500183
46' I 'Off I 15000185
6'08.
1. FOR DIFFERENT WALL THMESS, NEGATIVE SUOYANCIM ETC. PLEASE CONTACT
SAND BAG MANUFACTURER DIRECTLY FOR THE APPROPRIATE BOND
2. SANDBAG WEIGHTS NOTED ON THE ABOVE CNRTARE APPROXIMATE DUETOLOCAL
VARIATION IN GRAVEL DENSTTY AND POROSITY.
/—
APPROz IENGiH-2D-0'
3. 1501&GI FT IS AVERAGE BALLAST DENSITY ASSUMING 1MUVGU FT WITH 30% VON).
UFT POINT
41X
AT3690YAOCK __ I __ _ 27 IN"
- I (
t
-
— —
LIR POINT p
^ ALL AL1ID DIMENSIONS ARE APPROXIMATE
lµ p
DUE TO THE DIFFEWNG NATURE$ OF
p
SOIUGFAVM USED AS BALLAST.
SAND BAG FILLED DIMENSIONS:
PIPE SANDBAG LEG INSTALLED LENGTH
GRAVEL FILLED
SIZE PACKAGE THKAWESS HEIGHT
(CO) WEIGHT (SIX
p
BAB$)
PN) (LB) (IN) ANI 01)
p
UZ 1.100 14 n M
p
1. ALL IT ED DIMENSIONS ARE APPROXIMATED. WHEN INSTALLED,
SAND BAG WEIGHTS CONFORM TIGHTLY TO THE PIPELINE
CIRCUMFERENCE. WITH A LOOSE STONE BALLAST. SAND BAG
'
WEIGHTS CAN BE PUSHED INTO TIGHT TRENCH WIDTHS.
2. ADDITIONAL SIZES AND WEIGHTS ARE AVAILABLE FOR CUSTOM
APPLICATIONS.
3. DO STANDS FOR OUTSIDE DAMETER.
TYPICAL BUOYANCY CONTROL-SANDBAG
BUOYANCY DETAIL 1
scut Nrs Try
i
a
PROETARY 8 CONFIDENTIAL ALL RIGHTS RESERVED-DO NOT SCALE THIS DRAWING -USE DIMENSIONS ONLY
PPoROUGH
REF. DWGIS)
PIEDMONT S NATURAL GAS FAGLRY DRASMNGS ARE CONSIDERED CO IDENTML (OM-1095)' DRAWING IS CURREN70NLY THTHE LATEST
REVISED DATETO INSURE THERE IS NO RISK OF WOPPROPRNTE DISCLOSER ALL
PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED INACCORDANCE WITH RECORDS 8 WPO. MANAGEMENT (RIM) POLICY 1OD1
i
xo oATe Aavggxlq oewvnox BY I Rapt Ai-1ceewrtpx
LINE 326 REPLACEMENT - PHASE 2
SNEET(S) 18 DNGSCALE ASSHOWN
B 2-15-2019 ISSUED FOR60%sUBMITTAL VN SF BG AREA CODE 2400
C -19-2019 ISSUEDFOR90%SUBMITTAL VN GU ER ACCOUNT NUMBER 10]00
DWG DATE 01115lA19 SUPERSEDED —
Z
Y
�(�DIAO
B.IERGr.
Piedmont
Natural Gas
TYPICAL BUOYANCY CONTROL DETAILS
PROJECTNUMBER D2+ee+D
f
DRAWING BY VN
'
FORSYTH COUNTY, NC
W9NSfON511EAl RESOURCE CENTER WINSTONSAlEM. NC
PNG-C-326-0001038
C
3 %�OY7.Bd9Vr/NSfAAP
STA KERINRION 10 NA
CIERINffULLS BG
o'upPr.P6lAtaouC4 _luNe NN _'_

BASE PLATE NUMBERED PANEL
0.,72•
•
W
WARNING
CAN BE INSTALLED
WITH RrvET50R � �
Nurs M° BOLTS
FRAME
D
7
A
R
„
A
R
GAS PIPELINE
N
N
311-0060000
G
I
7.750•
N
G
AERIAL PATROL
SIGNS
a o00'
MARKER
TYPICAL AERIAL MARKER
NOTES:
1. ALL DIMENSIONS ARE IN INCHES.
2. THE *X FRAME. MOUNRNG PLATE 28'+ 14'
+ + x
3. THENUMBERS SHOWN ON THE'K FRAME RATE SHALL BE EVENLY CENTER AND
SPACED.
I. AERAL MARKERS SITYL BE PLACED AT APPROXIMATELY ONE (1) MBE INTERVALS
:±
+ x +
ALONG THE PIPELINE, AS SHOWN ON THE ALIGNMENT SHEETS.
5. THE AERIAL MARKERS ARE TO BE LOCATED WITHIN THE RIGHT-OF-WAY AS CLOSE AS
x x +
POSSIBLE TO THE CENTERLINE OF THE PIPELINE, VIEWING AREA TO BE
PERPENDICULAR TO THE LINE OF THE DRCH.
S. THE POST SMALL BE BURIED THREE (3) FEET DEEP AND THE BACKFILL TAMPED INA
WOPKMANUKE MANNER.-
-
CASING VENTS
PAINTED OR MANUFACTURED
FENCE POSTS
MARKER DETAIL
scut Nrs
a
B
gae
PROPRIETARYd CONFIDENTIAL ALL RGHTS RESERVED - DO NOT SCALE THIS DRAWING -USE DIMENSIONS ONLY
REF. DWGIS)
PEDMOMS NATURAL GIS FACII DRAWINGS ARE CONSIDERED CONFIDENTIAL Ig41O951' DRAWNG IS CURRENT ONLY THROUGH THE LATEST REVISED DATETO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSER All PREVIOUS PAPER MPIES OF THE DRAWING MUST
BE DESTROYED H ACCORDANCE WITH RECORDS 8 NFO. MANAGEMENT (RIM) POLICY 1001
r
KR wi[ x[xeioxlel oeeCewpx eY CMt ATP
o[
LINE 326 REPLACEMENT — PHASE 2
sHEET(sl ,B DWG SCALE Ass"°WN
B o2-,S2O19 ISSUED FOR 60%SUBMITTAL VN SF BG
C OA-19-2018 ISSUED FOR 90%SUBMITTAL VN KGU ER
AREA CODE 2/0°
ACCOUNT NUMBER 10700
DWG DATE 02M52019 SUPERSEDED
8
PROJECTNUMBER 031BB10
,(
�'DM B�IGY.
NatdiAre�Gas
PIPELINE MARKER DETAILS
mx�x�.�x
x��s�RAWING
BY VN
!7EM
FORSYTH COUNTY, NC
RESOURCE CENTER WINSTON-SALEM, INC
PNG—C-326-0001039
C�STATION
ID HACHECKERINITIALS BGWINSTONSNFN
eBcxoi+,EixesolAC4 a>nEn HLrEMA6Pn

EROSION, SEDIMENTATION CONTROL, AND POLLUTION PREVENTION PLAN NOTES:
EROSION CONTROL MEASURES:
THE PURPOSE OF THE PROPOSED SEDIMENT CONTROL PROGRAM IS TO PREVENT SEDIMENT FROM
LEAVING THE SITE. THE NATURE OF THE PROGRAM WILL BE TO CAPTURE SEDIMENT DISTURBED BY
OONSTRUCII ACTIVITIES. THE USE OF SILT FENCES, CHECK DAIS, RIPRAP OUTLET
PROTECTION, CONSTRUCTION ROAD STABILIZATION, TIMBER MATTING. SURFACE ROUGHENING,
AND CONSTRUCTION EXITS ARE INTENDED TO TEMPORARILY TRAP SEDIMENTS DURING
CONSTRUCTION. FINAL STABILIZATION USING PERMANENT VEGETATION AND DIVERSION BERMS
WITHIN THE EABEMENTS IS INTENDED TO PREVENT EROSION AFTER CONSTRUCTION S
COMPLETED. CUTS AND FILLS WITHIN STREAM SUFFERS OR WETLANDS SHALL BE STABILIZED WITH
APPROPRIATE EROSION CONTROL MATTING OR BVNKETS ANDACOORDING TONG DEO
REQUIREMENTS. THESE AREAS ARE CONSIDERED CRITICAL AREAS FOR EROSION CONTROL.
CONTRACTOR SHALL INSTALL rWD MAINTAIN EROSION CONTROL MEASURES AS DESCRIBED ON THE
PROJECT FLANS AND DETAILS DURING CONSTRUCTION AND SURFACE RESTORATION UNTIL SUCH
MEASURES ARE NOT NECESSARY. WHERE ADDITIONAL MEASURES ARE NECESSARY, THE
CONTRACTOR SHALL INSTALL AND MAINTAIN THE APPROPRIATE MEASURES ACCORDING TO THE
REGIONAL OFFICE OF THE DIVISION OF WATER QUALITY HAVING JURISDICTION. FURTHERMORE,
ANY EMSTING EROSION CONTROL MEASURES PLACED BY OTHERS AHEAD OF CONSTRUCTION
SHALL BE M WHINED WRING THE INSTALLATION OF THE PIPELINE.
TEMPORARYSEEDING
BROWNTOP MILLET (OR EQUIVALENT SPECIES) APPLIED AT 40 LSSIAC ON GENTLE SLOPES
UTILIZE 500 LBSIAC OF 101010 FERTILIZER OR EQUIVALENT
UTILIZE 7000 LBSIAC OF UME IF SOIL TEST INDICATES SOIL PH BELOW 5.0
PERMANENT SEEDING
I:Muuuc�ul�uuu
EMEME
MAE MMMMM
ME
H.tlE59ClNYB•GA5015TAP
ry Anrw
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r.•r�rr Arrirq�
n°jaNirrir. rr
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PIEDMONTS NATURAL GAS FACRLTY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM -1095)' DRAWING IS CURRENT ONLY THROUGH THE
CONSTRUCTION NOTES:
• ALL LANDOWNERS SHALL BE NOTIFIED PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES.
• NO IAND DISTURBING ACTIVITIES SHALL COMMENCE UNTIL ALL REQUIRED PERMIT
AUTHORIZATIONS HAVE BEEN GRANTED.
• TEMPORARY PLACEMENT OF EXCAVATED OR FILL MATERIAL INTO WETLANDS AND WATERS OF THE
UNITED STATES WILL BE FOR THE ABSOLUTE MINIMUM PERIOD OF TIME NECESSARY TO
ACCOMPUSH THE WORK TEMPORARY DISCHARGES WILL BE FULLY CONTAINED NTH
APPROPRIATE EROSION CONTROL OR CONTAINMENT METHODS OR OTHERWISE SUCH FILLS WILL
CONSIST OF NON -ERODIBLE MATERIELS.
• TEMPORARILY EXCAVATED WETLAND TOPSOILS SHALL BE RESERVED ON SITE AND REPLACED AS
SOON AS IS PRACTICABLE, THE MIXING OF TOPSOIL AND SUBSOILS WITHIN THE WETLANDS ALONG
UTILITY CORRIDORS SHALL BE MINIMIZED TO THE GREATEST EXTENT PRACTICAL. DURING
EXCAVATION, THE SOILS SWILL BE ARCED ON FABRIC TO MINIMIZE IMPACTS WHENEVER POSSIBLE.
TOPSOIL EXCAVATED FROM UTIUTY TRENCHES WILL BE PILED SEPARATELY FROM SUBSOILS AND
WILL BE BACKFILLED INTO THE TRENCH ONLY AFTER THE SUBSOILS HAVE BEEN PLACED AND
COMPACTED. ALL EXCAVATED SOILS SHALL REMAIN IN UPLARD AREAS WITN APPROPMTE BAPS
SO AS NOT TO CAUSE A SEDIMENT DISCHARGE IN WETLANDS AND STREAMS.
• CLPAREDWETIANDS REQUIRE SPECIALIZED RENEGETATION WITH NATIVE SPECIES. TEMPORARY
STABILIZATION CAN BEAGHIEVED WITH STRAW MULCH ONLY AND PERMANENT STABILIZATION
REQUIRES SEEDING WITH A NATIVE WETLAND SEED MIX. NONNATIVE PERENNIALS SUCH AS
FESCUE ARE PROMBRED.
• ALONGUTILITY CORRIDORS WITHIN WETLANDS, GRUB STUMPS ONLY AS NEEDED TO INSTAL THE
UTIUTY AND CUT REMAINING STUMPS OFF AT GRADE LEVEL THE GENERA. STRIPPING OF TOPSOIL
WITHIN WETLANDS ALONG THE UTILITY CORRIDOR IS NOT PERMITTED.
• AONE-TIME APPLICATION OF FERTILIZER TO RE-ESTABLISH VEGETATION IS ALLOWED IN DISTURBED
AREAS, INCLUDING RIPARIAN BUFFERS. BUT IS RESTRICTED TO NO CLOSER THAN 10 FEET FROM
THE TOP OF BANK OF STREAMS. ANY APPLICATION MUST COMPLY WITH ALL OTHER FEDERAL.
STATE AND LOCAL REGULATIONS.
• THE USE OF RIP -RAP ORANY OTHER ENGINEERED STRUCTURES TO STABILIZE A STREAM BED
SHOULD BE AVOIDED TO THE MAXIMUM EXTENT PRACTICABLE. IF RIP RAP STABILIZATION IS
NEEDED, IT SHOULD BE PLACED ONLY ON THE STREAMBANKS, OR IF IT IS NECESSARY TO BE
PLACED IN THE STREAM BED. THE FINISHED TOP ELEVATION OF THE RIPRAP SHOULD NOT EXCEED
THE ELEVATION OF THE ORIGINAL STREAMBED. ALL RIPFAP SHALL BE BURIED ANDIOR'KEYELI IN
SUCH THAT THE ORIGINAL STREAM ELEVATION AND STREAMBANK CONTOURS ARE RESTORED AND
MANTANED PLACEMENTOF RIP RAP OR OTHER APPROVED MATERIALS SHAL NOT RESULT IN
DESTABILIZATION OF THE STREAM BED OR BANKS UPSTREAM OR DOWTISTREAM OF THE AREA
• WHEN DIRECTIONAL BORING OR HORIZONTAL DIRECTIONAL DRIVING UNDER STREAMS AND
WETLANDS, INSPECTORS SHALL CLOSELY MONITOR FOR HYDRAULIC FRACTURING. ANY DISCHARGE
FROM HYDRAULIC FRACTURING IMO STREAMS OR WETLANDS SHALL BE REPORTED TO THE US
ARMY CORPS OF ENGINEERS REGULATORY FIELD OFRCE WITHIN AS HOURS.
• THE CONSTRUCTION CORRIDOR (INCLUOINGACCESS ROADS, SEDIMENTANO EROSION CONTROL
MEASURES AND STOCKPIUNG OF MATERIALS) IS LIMITED TO 40 FEET IN WIDTH IN WETI ANDSAND
ACROSS STREAM CHANNELS AND MUST BE MINIMIZED TO THE MAXIMUM EXTENT PRACTICABLE
• PERMMENT,MANTAINED ACCESS CORRIDORS SHALL BE RESTRICTED TO THE MINIMUM WIDTH
PRACTICABLE AND SWILL NOT EXCEED 15 FEET IN WIDTH EXCEPT AT MANHOLE LOCATIONS. A
15F
OOT BY 15 -FOOT PEPPFNDICULARVENICLE TURNAROJND MUST BE SPACED AT LEAST 500 FEET
(MA METERS) APART.
•
AN ANTSEEP COLLAR SHALL BE PLACED AT THE DOWNSTREAM (UTILITY LINE GRADIENT) WETLAND
BOUNDARY AND EVERY 150 FEET (45.7 METERS) UP THE GRADIENT UNTLL THE UTILITY EXITS THE
WETIIND FOR BURIED UTIUTY LINES. ANTI -SEEP COLLARS MAY BE CONSTRUCTED WITH CLASS B
CONCRETE, COMPACTED CLAY, PJC PIPE. OR METAL COLLARS. WETLAND CROSSINGS THAT ARE
DIRECTIONALLY DRILLED. AND PERPENDICULAR WETLAND CROSSINGS THAT ARE OPEN CUT AND
LESS THAN 150 FEET (45.7 METERS) LONG DO NOT REQUIRE ANT -SEEP COLLARS. THE COMPACTED
CLAY SHALL HAVE A SPECIFIC INFILTRATION OF 1 %105 CWSEC OR LESS.
ALL PERIMETER DIKES, SWALES. DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 0:1
SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON
AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LANDDISTURBING
ACTMTY. ALL SLOPE550 FEET IN LENGTH OR GREATER SHALL APPLY GROUND COVER WITHIN 7
DAYS EXCEPT MEN SLOPE IS FLATTERTHAN 4:1. SLOPES 10 FEET OR LESS IN LENGTH SHALLBE
EXEMPT FROM THE 7 DAY GROUND COVER REQUIREMENT EXCEPT WHEN THE SLOPE IS STEEPER
THAN Z:1. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT
STABILIZATON WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14
CALENDAR DAYS FROM THE VST LAND DISTURBING ACTIVITY.
DURING TRENCHING ACTIVITIES AND PIPELINE INSTALLATION, SIDECAST SOILS WILL BE
TEMPORARILY STORED TO THE SIDE OF THE TRENCH UNTIL THE SOIL IS BACKFILLED. ALL
STOCKPILED AND SIOECAST SOILS WILL BE PROPERLY STABILIZED WITH TEMPORARY MEASURES
AS REWIRED BY GENERAL PERMIT NCQ1 DOW, SOIL PLACEMENT WILL BE RETURNED TO
PREF NNSTRUCTION CONDITIONS AS SOON AS IS PRACTICABLE.
s M ppe•v1 h O• A•<r�vq •ulbHy
N�Jwfom<rr Wa«n•+POIi�<mNur lAr wls <rNMuwx �.
rpr•e+M<'ITn�o 11 B12XAN
PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS S INFO. MANAGEMENT (RIM) POLICY IDA
LINE 326 REPLACEMENT - PHASE 2
te,� v. �O� Piedm°Gas ENVIRONMENTAL NOTES 1
FORSYTH COUNTY, NC
wrrMurt Nl< WINSTONSALEM RESOURCE CENTER WINSTONSALEM. NC
DwG(s)
PNG-C-326-0001041 171
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I �IiOW
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Z
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N�Jwfom<rr Wa«n•+POIi�<mNur lAr wls <rNMuwx �.
rpr•e+M<'ITn�o 11 B12XAN
PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS S INFO. MANAGEMENT (RIM) POLICY IDA
LINE 326 REPLACEMENT - PHASE 2
te,� v. �O� Piedm°Gas ENVIRONMENTAL NOTES 1
FORSYTH COUNTY, NC
wrrMurt Nl< WINSTONSALEM RESOURCE CENTER WINSTONSALEM. NC
DwG(s)
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1TE DISCLOSER ALL PREVIOUS PAPER COPES OF THIS DRAWING MUST BE DESTRGfED N ACCOROWCE'MTH RECORDS { WO MN MOLT PBMI POLICY TBD1 . .
LINE 326 REPLACEMENT - PHASE 2 9EET(B) :5 DINGSCALE AS S,gVVN
I�DUKE /�' Piedmont ENVIRONMENTAL NOTES 6 awcDATT: �T19
! ENERGV. l Natural Gas FORSYTH COUNTY, NC PNG-C-326-0001048 C
WNSTONSNFN RESOURCE CENTER. YNSTON.SAL MNC

STREAM DIVERSION CHANNEL
STREAM DIVERSION PUMP-AROUND
STREAM DIVERSIONSSd
FmMF
Sd w a as A RP,Ea I
I Sd "'""" E80 I I �oRAP
DESIGN CRITERIA�
'
I 1 I �mmm Nr1
TEMPORARY STREAM CROSSINGS SHALL IN
.'
INSTALLED DU RING CONSTRUCTION TO PROTECT THE
STREAM ED AND ALLOW PIPELINE INSTALLATION TO
nsAN..
IRs E�EMENr
OCCUR IN DRIER CONDITIONS. ALL STREAM
IMPACTSSHALLBERETURNEDTONATURALe//-
/
CONDITIONS WHEN WORK IS COMPLETED.raa
w Ross '
�P
IS'>ryE
��J
�$oa I
I . SREAMDIVERSIONSSIWLLNOTBEUSEDON
6, THE STREAM DIVERSION SHALL BE INSPECTED
STREAMS WITH DRAINAGE AREAS GREATER THAN
THROUGHOUT THE WORK DAY AND ALL DAMAGES
T'Y s
ONE SQUARE MILE.
REPAIRED IMMEDIATELY.
aEOTFLnE i,
Y/
IaTiBEE FOR
Rwsl
2 STREAM DIVERSION TIME SHALLBE MINIMIZED.
WHEN POSSIBLEGONSTRUCTIONOFTHEPIPEUNE
T. THE STRUCTURE SHALL BE REMOVED
IMMEDIATELY AFTER CONSTRUCTION IS FINISHED.
OwA�
WITHIN A STREAM SHA LL BE LIMITEOTOONE
WORKING DAY. IF MORE TIME IS NECESSARY,
AND THE STREAMBED AND BANKS SHALL BE
STABILIZED AS DETERMINED IN THE PROJECT
/
ADDITIONAL MEASURES SUCH AS CONTINUOUS
ESUNC PLAN
MONITORING ANDIOR PUMPING MAY BE REQUIRED
OF FLOODING AND
TO ENSUREENVIRONMENTAL
PP''
IMPACTS
ENVIRONMENTAL IMPACTS.
I. ANY CHANGES TO TEMPORARY STREAM
CROSSINGS SHALL BE REPORTED TO THE LEVEL II
`
3. WEATERCONDITIONSFOR THEPREVIOUS
DESIGN ENGINEER FOR APPROVAL.
4 HOURS SHALL BE EXAMINED TO DETERMINE THE
LIKELIHOOD OFHISHFLOWCONOTIONSINTHE
SiNEMI. CONSTRUCTOR THE STREAM
B. STREAM DIVERSION CHANNELS SHALL BE
r/
WITHIN
SHALL NOT OCCUR DURING FLOODING CONDITIONS.
LINED WITH GEOTFAi1LE MATERIAL
'
THE METHOD OF OPEN TRENCHING A STREAM FOR
4. THE STREAM DIVERSION SHALL BE
CONSTRUCTED TO CONVEY WATER FROM UPSTREAM
PIPELINE INSTALLATION MAY DEPEND ON THEM^I_�
PHYSICAL PARAMETERS OF EACH STREAM. ABOVE
ME T­
oBalaNl
OF THE WOWUNG AREA TO DOWN57REAM OF THE
WORKING AREA STREAM DIVERSION PIPING SHALL
DETAIL B14OWS.A TYPICAL INSTALLATION AND SHALL
BE FIELD ADJUSTED AS NECESSARY.'"-'.
EAeEAENT
BE PLACED IN AN AREA WHERE IT WILL NOT BE
THE CONTRACTOR ASSUMES ULTNATE
! -
DAMAGED BY EQUIPMENT AND VEHICLES.
RESPONSIBILITY WHEN IMPLEMENTING THE USE OF
OPEN TRENCH METHODOLOGY ACROSS STREAM
\ \ RTFA NO
AN
5WHEN PUMPINGTHE INLET OF THE HOSE
CHANNELS SO AS TO PROTECT THE STREAM, STREAM
,EBsE[
. ,
SHALES MACEDINASUMPPITANOTHE
M
RDUMAND SHALLPREVENTTHEESCEOF
Eras MA RP>•E
OUTLET SHALL BE PLACED ON AN
SEDIMENT FROM THE SITE TO THE GREATEST EXTENT
PRACTICABLE AND WHILE ENSURING THATALL
_ p
ENERGY43ISSIPATING SURFACE PRIORTO REJOINING
THE STREAM.
APPLICABLE RULES AND REGULATIONS ARE
FOLLOWED.
­-AT
ArlPwmnrox .
. n
D w
DEWATERING FILTER BAG
NOTES:
TYPE SILT
FILTER BAG
FROM DEWATERING PUMP _
FENCE
AROUND
1. FILTER BAG MATERIAL IS BASED ON PARTICLE SIZE TO BE FILTERED. COURSE PARTICLES
REQUIRE WOVEN MATERIAL; SILTS AND CLAYS REQUIRE NONWOVEN MATERIA.
FLTER BAG
2. WTgTOVERPRESSURIZE FLTERBAG MUSE BEYONDCAPACITY.
J. LOCATE OSCIWNGE INA FLAT AREA UPSTREAM OF WELL ESTABLISHED VEGETATKN.
4. DISCHARGE IS NOT PERMITTED WITHIN 15 FT OF A STREAM.
FILTER BAG
S. FILTERED MATERIAL TO BE SPREAD OVER SITE. SEEDED AND MULCHED AS SHOWN ON THE
FROM DEWATE OPUMP
TYPE C SILT FENCE
ESLPO PLAN.
MOUND FILTER BAG
AGGREGATE ORSTRAW WITH GEOTEXRE UKER UNDER FILTER BAG
PLAN VIEW
SIDE VIEW
PROPRIETARY 8 CONFIDENTIAL ALL RIGHTS RESERVED • DO NOT SCALE THIS DRAWING • USE OIMENS"NS ONLY
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (0.41 W5(• DRAWING IS CUR ENT ONLY THROUGH THE LATEST REVISED DATE • TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED N ACCORDANCE WITH RECORDS L NEO. MANAGEMENT (RNA) POLICY 1601
REF, DWI
8
AEHPpyR ocswvinx
SMEET(SI 28 DWGSCALE AS SHOWN
A
LINE 326 REPLACEMENT - PHASE 2
B 2.152019 ISSUEOFOR60%SUBMITTAL
C 19-2019 ISSUED FOR 90%SUBMITTAL
vN FB BG ARFAGODE
VN KGU ER ACCGUNTNUMBER
z4G0
10700
Dwc GATE mJ1no19 SUPERSEDED _
f
p
r�
piedmont
ENVIRONMENTAL NOTES 7,
PROJELTNUMBER az10e10 °
g
DPAWINGBY
VN
���•
Natural Gas
FORSYTH COUNTY, NC
C
WINSTONEM RESOURCE CENTER, WINSTONSAEAL NO
SA
PNG-C726-0001049
STATION IO WA °
CHECKER INTTINLS SG
a Ny.efiNDISTMP

PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELFINSPECTION
Self -inspections are required during normal business hours in accordance with the table below. When adverse
weather or site conditions would cause the safety of the inspection personnel to be in jeopardy, the inspection
may be delayed until the nen business day on which itis safe to perform the inspection. In addition, when a
storm event of equal to or greater than 1.0 inch occurs outside of normal business hours, the sell -inspection shall
be performed upon the commencement of the nen business day. Anytime when inspections were delayed shall
be noted in the Inspection Record.
Inpwt
Iaarr[e,rler,l Wpcnw �.suw Ydrv:
eawrn+naw.
Il)Iwns+we
,wMwd In
oaiw
Dally alnfan amounn.
duriry
II no denype..
tar rwrENler
etaw
ELK Measure shown on the cup,—edeE&K
.din /•use obxn.rions are nsre waeEM cur
Muer and no IMMea.l-0.r ran blomertla r
nikbk, r d the muNtiw m la. thine W
d days IoM tin pectbn k
needadl. w oa..ed sna�I x rem.aee as
_am)ha ce ruse amth.. rain mann ry
eM D>adanma
IL 45e
1lvwum
At kaaorr¢ew
7ukM,r d,ys
1. Nentiflatbn d tM measures lmpxtetl.
a. OReaM nine tMimpectbn
Disc—
cur withan xt
of
1 Name ohne Pe,>en pedwmirw tM bspntion,
Installation.
all
1.o1r
xl 1ours
/, edkauw,W wMtw M. na.,ay..r ww. opw.urN
s. D.wilxiono mabmta.ee.mrn brtM mea:u.e,
1315mmw.r
dbdw./e
—.1h L—)aM
Mk,aero lv
caknmr don
M. 21
hours old ram
O I -in
]tlwa
iM.nhflotbn of me dhMa peu,tbl�impectrbm
3. Daft and nine oft inaptttan,
ii ,f u, Perron pedorm the impecti-,
/. [Mdero nlnd —of mo.mw,te.p IW -1 .1 ali
dsmn, f�wnry a. suspended solids or dlsco
is bnnon.
olid
C Ill e.,anK. ,nil date or cr.my.<xiam t,ten.
I_,, cation blouM attsbe srte lim[s, mens recwa
Ntlw bllomr.g be
lY hrrNM
At leap Drop.
)aNMrdan
talo
.naewwnzt
hwnola
t#meno small
1 mWo
awnap o. wanratM SMaremthat M.td
accordancein wits the approved ELK
Nn
>l.o inMm
LM limi tt�.aeero,.M coofaanerure,cp.e.mwnw
te
repnrtto indicate compil wkh apwwed
M kava
3. Aon ca,sWanationnmtM .coons utenmraal Yoe
MA7ses.
ISI sin—or
lands ana[e o�
orrste
Iwh
rak00, bri
,M..ualn xa
Isevs d, rNn
11 dw s[reamor WriYde.eAmenmtbtw•
rtNlry from the mnnnrnbn
wayar,tMnl ,,imrd or n.tiollowma ahan be mane:
a. Dercdytbn, -.,eaM ate N mmeetNe ac[bns uk. , cur
asc.wbNl
glnMk
1 necoNa oltM reaWM reports to tM app.apdate
(erl Co,mcwe anions have been tab, InrtNl errs date a ropy of the approved ELK
at hours
Mpoml once Par M1n w, S•Rion C nam (2)1,1 th., N Nn rswvsn
ami: Penn.
14 GrowM
curter each p—
E. )Mpham N[. atlnw (In-na nof_—,1—
smr'hm
.1l
lin P..rir i,­bbiry,'m tan Namm
(b) Records of inspections made during the previous 30 days. The permittee shall record the required
observations on the Inspection Record Form provided by the Division or a similar inspection form that
b cue families. cumdvhw�alallamad'islurbry
copies will be allowed if shown to provide equal access and utility as the hardcopy records.
(c) All data used to complete the Notice of Intent and older inspection records shall be maintained fora period
[wane r�wfun on o<reaererownent. wrm,rwm
_ goal tyaM Nfet nl
Le) Noncompliance
3. Doamenml n[MltM requirN erauM wbilnmian
..In the conditions
wool? cale—ia,dap, a repot that contains a description of the
ss have bens paritivtl wilNn tM rpubatl
arra Inn tMy wiu r p.aridr u
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION R: RECOROKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The approved E&SC plan
must be kept up-to-date throughout the coverage under this permit. The following items pertaining to the E&SC
plan shall be documented in the manner described:
Item ter D -u nent
Docirtr Iul Requirements
nd
a adate exit ELK Measure on a copy
installedl
(a) Exh ELK Measure has beend
ane does not sigMFlcandy davNm from the
of the apwoved E&SC Plan or rompete, date
1« m, aim and mlat Nevado
and sign an inspection report that list ach
shown on the apW-ed ELK Plan.
ELK Measure shown on the cup,—edeE&K
After a permittee becomes aware of an occurrence that must be reported, he shall contact the appropriate
Plan. This documentation is required upon the
Occurrences outside normal business hours may also be reported to the Division's Emergency Response personnel
iridal imtallation ofthe ELKMeasures or if
Disc—
the ELK Measures are modified aker irsitial
(aI VaWM tedYtwt
Installation.
(b) A Phil of yadir, has been mmplial
Wtial and dater a tnpy of the approved ELK
e,mwwertlW
Plano nr letq date and syn an arshw on
repmr, to indicate mmpletbn of the
onstruction phase.
(c) Grouts cover is braced and installed
Initial and date a copy of the approved ELK
accordancein wits the approved ELK
Planromo plete, date and signsp
n an iection
Plait.
repnrtto indicate compil wkh apwwed
ground cover specdkatioss
(d) Them earl repair
Complete, datearW syn an inspection rop-.
requirements for ad ELK Measures
shall =, infor n,,,bout the date, time, nature, volume err
over been performed.
bca<ion of the spit or release.
(erl Co,mcwe anions have been tab, InrtNl errs date a ropy of the approved ELK
toELK Measures. Plan a coli Pll d— -d syn r k"-
-report W ktdkste the campl•tlon of the
com•mver action
2. Additional Documentation
In addition to the I Plan documents above, the following items shall be kept on the she
and available for agency inspectors at all times during normal business hours, unless the
Division provides a she specific exemption based on unique site conditions that make this
requirement not practical:
(a) This general permit as well as the certifcate of coverage, after it is received.
(b) Records of inspections made during the previous 30 days. The permittee shall record the required
observations on the Inspection Record Form provided by the Division or a similar inspection form that
includes all the required elements Use of electronically available records in lieu of the required paper
copies will be allowed if shown to provide equal access and utility as the hardcopy records.
(c) All data used to complete the Notice of Intent and older inspection records shall be maintained fora period
of three years after prolectcompletion and made available upon request. (40 CFR 122,411
PARTIII
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that must be reported
Permittees Shall report the following acurtences:
(a) Visible sediment deposition in a stream or wetland.
Ib) Oil spills if:
• They are 25 gallons or more,
They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waten(regardless of volume), or
• They are within 100 feet of surface waters(regardless of volume).
(a) Releases of harardous substances In excess of reportable quantities under Section 311 of the Clean Water Act
(Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA (Ref. 40 CFR 302.4) or G.S. 343-215.85.
(b) Anticipated bypasses and unanticipated bypasses.
(c) Noncompliance with the conditions of this permit that may endanger health or the environment
2. Reporting? eframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact the appropriate
Division regional office within the timeframes and in accordance with the other requirements listed below.
Occurrences outside normal business hours may also be reported to the Division's Emergency Response personnel
at [phone], (800) 8580368 or [phone].
Disc—
IIIMkewlers After OYcerverr !OMer Re-ulremmt.
(aI VaWM tedYtwt
• taArY i4rrre, an oral or electronk"Wkxbn.
deposWeN►er
•Y)erer[M6)dap,a report [hat contakNadescription ollM
e,mwwertlW
re4mN and actions taken to adMass tM rause of the deraosi[ion.
DHlsbn smay waive the requirement for a written report on a
"e -b ­=basis.
• It me stream is named on Ne NC JJ1,11,1 as impaired for sediment-
rNatvd rouses, inper, may be required to Veliform additional
--t- w apply more atrangent W tbcee if staff
Donitmng,
etermine that adeitbnal requisnmen[s are nxded to assure --pi.—
wahthefederal c, state mpalred rz conditions
IW DR span and!
WNNn Hhours oral nr 0—r—,rustifkatmn The —h— ­
m ficationrekue
,.I . . .of
shall =, infor n,,,bout the date, time, nature, volume err
hazardous
bca<ion of the spit or release.
wbstances per Item
tfia(c) above_
(c)AMkrpaled
. A yo._or Je ren clan bef—Me dace ofry bywau, 9paer,rAfe
bypasses Ia0 CFR
The repos soak mriude an evatw— or the anucip,md quality and
122.41(m)(3)]
effect of the bypass.
Idj Unantkipated
Wiehrn 2/hour a, an carat or Nertronx ootifr.tmn.
bypa11es140 CFR
• hliow)cadentlor days, a report that irtcl.des an evaluation or Ib
122.111m1(3))
_ goal tyaM Nfet nl
Le) Noncompliance
Whhyn x/hours an orator Necl mUficalbn.
..In the conditions
wool? cale—ia,dap, a repot that contains a description of the
qt this permit tool
mpliarrce, olid itscauses; the perbd of rwncomplian
endanger
including exxt date, and times, and if Me noncompliance has not
health or the
been corrected, the anticipated time nonc.,r irance is expected m
nt140
and steps taken Dr planned to reduce, eliminate, and
CFP 122 41(1)(7)1
Preventreoccurreme of he noncwnpgance.140 CFR 122.11(1)(61.
• Division staff may waive the requirement for a wnllen report on a
so by— basis.
NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING I EFFECTIVE: 04/01/19
1TE DISCLOSER ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED W ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POUM 1001
LINE 326 REPLACEMENT— PHASE 2 Sall ) 2T DWGABS
thDUKE /0" Piedmont NCG01 SELF—INSPECTION & REPORTING DATEDATEDtHBA' SUPERSEDED
_
ENERGY. Natural Natural Gas FORSYTH COUNTY, NC PNG—C726-0001050
<wraumm� WINSTONSMEM RESOURCE DENIER. WTNSTONSaLEM NO Iteeoaansnmrlxera®1

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPUANCE WrrH THE Ill
CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the concoction activity beim
n g pe v ry g
considered compliant with the Ground Stabilisation and Materials Handling sections of the NCGOS Combustion
General Permit (Sections E and F, respectively). The permittee shall comply with the Erosion and Sediment
Control plan approved by the delegated authority having jurisdiction. All details and specifiatinns shown on this
sheet may not apply depending on site conditions and the delegated authority having jurisdiction.
GROUND STABILOATION SPECIFICATION
T-
M -M -i -M
arc
Stabilize the ground sufficiently so that rain will no: dislodge the soil. Use one of the techniques in the table
below.
T-Painary Stablasalon
Pa"mu nem Sabgbatbn
•Temporaass wed covered aw,
with stror
Permanent gram straw or
ss se with stor
,the, mulches and tackmers
ocher mulches and tacklfiers
• Hydroseeding
• Gent -11, fabrics such as permanent sell
• R,Iled erosion -1. products with or
reinforcement matting
without"Iscrary grass seed
•Hyd,,weding
• Appropriately applil straw or other mulch
•Shrubs or other permanent plaml N, covered
• Plastic sheeting
with mulch
• Uniform and evenly dnerlbuted ground corer
sufficient to restraln eroslon
• structural -th,ds such as concrete, asphalt a
li
taining walls
• Rolled erosion control products wkll gram seed
POLYACRYLAMIDES (RAMS) AND FLOCNlANTS
1. Select flocculan[sthat are appropriate for the soils being exposed during construction, selecting from the
NC OWR List o)ApprovedPAMS/Flomulant,
L Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NCDWR List oJApprowd PAMS/Flaculonts and in
accordance with the manufacturer's vordrucdons.
4. Provide ponding area for containment of treated Stormwater before discharging offsite.
S. Store fioculantsinleak-proof containers that are kept under storm -resistant cover or surrounded by
secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide chip pans under any stored equipment.
3. Identity leaks and repair as soon as feasible, or remove leaking equipment from the project.
4. Collect all spent fluids, store in separate containers and properly dispose as hazardous waste (recycle
when possible).
5. Remove leaking vehicles and construction equipment from service until the problem has been corrected.
6. Bring used fuels, lubricants,coolants, hydraulic fluids and other petroleum products to a recycling or
disposal center that handles these materials.
TER, BUILDING MATERIALAND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers leg dumpster, trash receptacle) on site to
contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface waters unless no other
alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of ronoff from upland areas and
does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or provide secondary
containment. Repair or replacedamaged wastecontainers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Emptywastecontainersasneededtopreventoverflow. Cleanup immediately if containers overflow.
e.Dispose waste offsite at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into star drains, streams orwetbids.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface waters unless to other
alternatives are reasonably available.
3. Contain liquid wastes In a controlled area.
4. Containment must belabeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains, streams or wetlands unless
there is no ahemative reasonably available. If SO loot offset is not attainable, provide relocation of
portable toilet behind silt fence o place on a gavel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds orm high foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material. Utilize a licensed sanitary
waste hauler to remove leaking portable toilets and replace with properly operating unit
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least 50 feet away from
storm drain inlets, sediment basins, perimeter sediment controls and surface waters unless it on be
shown no other alternatives are reasonably available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset off feet from the toe
of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance with the approved plan
and any additional requirements. Soil stabillzatlon is defined as vegetative, physical or chemical coverage
techniques that will restrain accelerated erosion on disturbed soils for temporary or permanent control
needs.
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CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, orrecyde settled, hardened concrete residue in accordance with local and state solid waste
regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in addition place the mixer
and associated materials on impervious barrier and within lot perimeter sift fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an alternate method or
product a to be used, contact your approval authority for review and approval. If local standard details
are not available, use one of the two types of temporary concrete washouts provided on this detail.
S. Do not use concrete washouts for dewatering or storing defective curb or sidewalk sections. Stormwater
mulated within the washout may not be pumped into or discharged to the storm drain system or
receiving surface waters. Uquid waste must be pumped out and removed from project.
6. Locate washouts at least 50 feet from start drain inlets and surface waters unless h on be shown that
no other alternatives are reasonably available. At a minimum, install protection of storm drain irilet(sj
closest to the washout which could receive spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone entrance pad in front of
the washout. Additional controb may be required by tre approving authority.
8. Imtall at least one sign directing concrete cocks to the washout within the project limits. Post signage on
the washout itself to identify this loodon.
9. Remove leavings fmm the washout when at approdmately 75% opacity to limitoverflow events.
Replace the tarp, sand bags or other temporary structural components when no longerfunctional. When
utilizing aitemative a proprietary products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of in an approved
disposal facility. Fill pit, if applicable, and stabilize any disturbance mused by removal of washout
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, Pesticides and rodenticides in accordance with label restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the label, which lists
directions for use, ingredients and first aid steps in case of accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is possible or where they
may spill or leak into wells, storwater drains, gmund water or surface water. If a spill occurs, dean area
mmediately.
4. Do not stockpile these materials onsite.
HAIARDOUS AND TORIC WASTE
1. Create designated hazardous waste collection areas on-site.
2. Placehazardous waste containers order cover or in secondary containment.
3. benotstore hazardous chemicals, drums or bagged materials directly on the ground.
Nl GROUND STABILIZATION AND MATERIALS HANDLING I EFFECTIVE: 04/01/19
PIEDMONT'S NATIANL GIS FACRfTY DRAWINGS ARE CONSIDERED CONFIDENTIAL LOTH -1095)' DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE -TO INSURE THERE IS NO RISN OF INAPPROPRIATE DISCLOSER ALL PREVIOUS PAPER COPIES OF
0EMN&W. I rMl P.W. Gas
a i MNUGEMENT PRIM) POLICY 1001
LINE 326 REPLACEMENT - PHASE 2
NCG01 GROUND STABILIZATION & MATERIALS
FORSYTH COUNTY, NC
WINSTON-SALEM RESOURCE CENTER WINSTONSALEM, NC
REP. DWiRS)
PNG-C-326-0001051
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