20201403 Ver 2_ePCN Application_20210416

DWR
Division of Water Resources
Initial Review
Pre -Construction Notification (PCN) Form
April 4, 2021 Ver 4
Has this project met the requirements for acceptance in to the review process?*
6 Yes
✓ No
Is this project a public transportation project?*
CYes r No
Change only 1 needed.
BIMS # Assigned* Version#*
20201403 2
Is a payment required for this project?*
✓ No payment required
✓ Fee received
6 Fee needed - send electronic notification
Reviewing Office *
Raleigh Regional Office - [phone]
Information for Initial Review
la. Name of project:
Piedmont Natural Gas - Line 473
la. Who is the Primary Contact?*
Aaron Weldon
What amout is owed?*
r $240.00
6 $570.00
Select Project Reviewer*
Stephanie Goss:eads\szgoss
lb. Primary Contact Email:* lc. Primary Contact Phone:*
[e-mail] [phone]
Date Submitted
4/16/2021
Nearest Body of Water
Little Creek, Mill Creek-Neuse, Poplar Creek-Neuse
Basin
Neuse
Water Classification
C;NSW, WS-VI;NSW
Site Coordinates
Latitude: Longitude:
35.641198 -78.43555
A. Processing Information
County (or Counties) where the project is located:
Johnston
Is this a NCDMS Project
✓ Yes G No
Is this project a public transportation project?*
✓ Yes G No
Pre -Filing Meeting Information
Is this a courtesy copy notification?*
✓ Yes f• No

ID#
20201403
Version
2
Pre -fling Meeting or Request Date
3/16/2021
Attach documentation of Pre -Filing Meeting Request here:
Click the upbad button or drag and drop files here to attach document
DWR Pre -Filing Meeting Request Form_Line 473_4-16-2021.pdf
Fie type nest be FCF
la. Type(s) of approval sought from the Corps:
f7 Section 404 Permit (wetlands, streams and waters, Clean Water Act)
I— Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
✓ Yes
✓ No
Please provide the date of the previous submission.*
3/5/2021
1b. What type(s) of permit(s) do you wish to seek authorization?
17 Nationwide Permit (NWP)
r Regional General Permit (RGP)
I— Standard (IP)
lc. Has the NWP or GP number been verified by the Corps?
6' Yes r No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
Id. Type(s) of approval sought from the DWR:
I7 401 Water Quality Certification - Regular
r Non-404 Jurisdictional General Permit
r Individual 401 Water Quality Certification
12 - Utility Lines
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
lf. Is this an after -the -fact permit application?*
✓ Yes G No
56.8KB
I— 401 Water Quality Certification - Express
r Riparian Buffer Authorization
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
6. Yes rNo
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
✓ Yes (No
Acceptance Letter Attachment
Piedmont Natural Gas - Line 473 - Wetland SOA 02-25-2021.pdf 542.52KB
1h. Is the project located in any of NC's twenty coastal counties?
✓ Yes tc No
1j. Is the project located in a designated trout watershed?
✓ Yesr No
B. Applicant Information
ld. Who is applying for the permit?
r Owner 17 Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
S' Yes r No
2. Owner Information
✓ Yes r No
✓ Yes r No
2a. Name(s) on recorded deed:
Multiple, see attached parcel map

2b. Deed book and page no.:
2c. Contact Person:
2d. Address
Street Address
Business 70 and Highway 42
Address Line 2
l7ty State / Bovine / Region
Clayton NC
Fbstal / TZp Code Country
27520 USA
2e. Telephone Number: 2f. Fax Number:
[phone]
2g. Email Address:*
[e-mail]
3. Applicant Information (if different from owner)
3a. Name:
Aaron Weldon
3b. Business Name:
3c.Address
Street Address
4720 Piedmont Row Drive
Address Line 2
(Sty State / Bovine / Region
Charlotte NC
Fbstal / Zip Code Country
28210 USA
3d. Telephone Number: 3e. Fax Number:
[phone]
3f. Email Address:*
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Sara Kent
4b. Business Name:
Bums & McDonnell
4c. Address
Street Address
3650 Mansell Road
Address Line 2
Suite 300
aly
Alpharetta
Fbstal / Zip Code
30022
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
AGENT_AUTHORIZATION_FORM_Line 473_SIGNED_REV.pdf
State / Bovine / Region
GA
Country
USA
4e. Fax Number:
105.08KB
C. Project Information and Prior Project History
1. Project Information

1b. Subdivision name:
(if appropriate)
lc. Nearest municipality/ town:
Clayton
2. Project Identification
2a. Property Identification Number: 2b. Property size:
2c. Project Address
Street Address
Multiple, see attached parcel map
Address Line 2
Qly State / Bovine / Region
Postal / Zip code Country
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Little Creek, Mill Creek-Neuse, Poplar Creek-Neuse
3b. Water Resources Classification of nearest receiving water:*
C;NSW, WS-VI,NSW
3c. What river basin(s) is your project located in?*
Neuse
3d. Please provide the 12-digit HUC in which the project is located.
030202011005, 030202011104, 030202011103
4. Project Description and History
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*
The Project is located within the Neuse River Basin near the intersection of Highway 42 and NC Business Route 70 in Clayton, NC. The surrounding land uses are primarily commercial,
residential, and agricultural. The Project is located within three sub -watersheds: Little Creek, Mill Creek-Neuse River, and Poplar Creek-Neuse River.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
s Yes r No r Unknown
If yes, please give the DWR Certification number or the Corps Action ID (exp. SAW-0000-00000).
SAW-2020-01773
DWR # 20201403
Project History Upload
Line 473_Past Approvals.pdf 9.42MB
4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
473_Topo.pdf 171.3KB
4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
473_Soils.pdf 303.45KB
4f. List the total estimated acreage of all existing wetlands on the property:
6.41 (within the survey corridor)
4g. List the total estimated linear feet of all existing streams on the property:
2,322 (within the survey corridor)
4h. Explain the purpose of the proposed project:*
The purpose of the Piedmont Natural Gas (PNG) Line 473 project (Project) is to meet customer demands and continue to provide reliable service to its existing and future customers in
the greater Clayton area.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*

The Project includes the construction and operation of an approximately 1.75-mile, 8-inch natural gas pipeline. The pipeline will tie into the existing Line 94 pipeline south of NC
Business Route 70 and at the southern terminus of Wildwood Drive. The pipeline will then travel north along Wildwood Drive and cross NC Business Route 70 and the North Carolina
Railroad via Horizontal Directional Drill (HDD). The route then continues northwest paralleling NC Business Route 70 and the railroad before turning northeast/east along Highway 42.
The pipeline extends along Highway 42 for approximately 0.8-miles before crossing to the north side of the road via a conventional bore and terminating at the Flowers Plantation
Regulator Station. The pipeline terminus points are at: south/west (35.626745, -78.43911) and north/east (35.643098, -78.430338). An approximately 0.3-acre launcher and main line
valve station is proposed at the southern terminus and the Flowers Plantation Regulator Station is approximately 0.5 acres.
The pipeline will be installed using conventional open cut construction in most areas. Conventional open cut construction of the line will require a 50-foot-wide to 150-foot-wide
construction corridor. The permanent easement will be 50-feet-wide north of NC Business Route 70 and 30-feet-wide south of NC Business Route 70 due to landowner negotiations.
The permanently maintained corridor through wetlands, streams, and the stream riparian buffers w ll be 30-feet-wide as detailed in the attached PNG Permanently Maintained Access
Protocol and noted on the construction drawings. For the three stream crossings and wetlands along Highway 42 (Streams A, C, and D), the 50-foot-wide permanent easement will be
acquired with a 30-foot-wide maintained corridor and the remaining 20-foot-wide area will serve as temporary construction workspace. There is no additional temporary workspace
proposed outside the 50-foot-wide permanent easement at the stream crossings and within the 50-foot riparian buffer in an effort to reduce impacts to the Neuse River protected
riparian buffers and to reduce impacts to Wetland A and Wetland C.
Maintaining a minimum 50-foot-wide construction corridor throughout the Project maintains a standard equipment and labor force workflow, particularly around waterbody crossings,
trenches, and other hazards. The minimum 50-foot-wide construction corridor will reduce variability in day-to-day activities and, therefore, helps to minimize jobsite hazards. Additionally,
the wider 75-foot-wide construction corridor through Wetland A and Stream A north of NC Business Route 70 is required because the route parallels the railroad along the north side of
NC Business Route 70, which limits access points to the construction corridor. The additional temporary workspace is needed to install proper matting and for equipment to move in both
directions along
this portion of the route. Construction will involve the use of common heavy construction equipment (e.g., excavators, dozers, scrapers, side booms) and will comply with all necessary
permits and regulatory conditions.
Construction and operation of the Project will result in the permanent conversion of approximately 0.29-acres of PFO wetlands to PEM wetlands. There will be no net loss of wetlands as
a result of the Project. There will be a short-term direct impact to 79 linear feet of perennial stream and 164 linear feet of intermittent stream during construction. The stream bed and
bank will be returned to preconstruction conditions once the pipeline has been installed. Indirect impacts to waters should be minimal as Best Management Practices (BMPs) will be
installed for the purposes of erosion and sediment controls. BMPs will be checked regularly to confirm they are functioning as designed and expected.
***PNG received Section 404/Nationwide 12 permit approval from USACE on 1/22/2021, and the 401 Water Quality Certification and Neuse Riparian Buffer Authorization from DWR on
12/21/2020. However, since receiving the approvals, PNG shifted the pipeline alignment and easements approximately 10 to 15 feet to avoid a conflicting water line and the Highway 42
DOT right of way. The change in design resulted in an 0.05-acre increase in the permanent conversion of PFO to PEM wetlands, permitted at 0.24-acres and increased to 0.29-acres.
The permanent and construction easement widths are unchanged, and the stream and riparian buffer impacts have not increased.
4j. Please upload project drawings for the proposed project.
PNG Line 473 Drawings_3-5-2021.pdf
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
6 Yes
Comments:
r No
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
r Preliminary r Approved 6 Not Verified r Unknown r N/A
Corps AID Number:
SAW-2020-01773
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
5d1. Jurisdictional determination upload
6. Future Project Plans
Maser Consulting P.A.
6a. Is this a phased project?*
r Yes a No
52.07MB
C Unknown
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
No
D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
fJ Wetlands 17 Streams -tributaries
r Open Waters r Pond Construction
17 Buffers
2. Wetland Impacts

2a. Site #* (?)
2a1 Reason (?)
2b. Impact type * (?)
2c. Type of W.*
2d. W. name *
2e. Forested *
2f. Type of
Jurisdicition*(?)
2g. Impact
area*
Wetland B
Pipeline construction
P
Bottomland Hardwood Forest
Wetland B
Yes
Both
0.144
(acres)
Wetland B
Pipeline construction
T
Bottomland Hardwood Forest
Wetland B
Yes
Both
0.360
(acres)
Wetland B
Pipeline construction
T
Small -Basin Wetland Wetland B
No
Both
0.150
(acres)
Wetland C
Pipeline construction
P
Bottomland Hardwood Forest
Wetland C
Yes
Both
0.138
(acres)
Wetland C
Pipeline construction
T
Bottomland Hardwood Forest
Wetland C
Yes
Both
0.218
(acres)
Wetland C
Pipeline construction
T
Small -Basin Wetland
Wetland C
No
Both
0.027
(acres)
2g. Total Temporary Wetland Impact
0.755
2g. Total Wetland Impact
1.037
2g. Total Permanent Wetland Impact
0.282
2i. Comments:
No net loss to wetlands; only permanent conversion of PFO to PEM through the 30-foot maintained permanent easement
3. Stream Impacts
3a. Reason for impact (?)
3b.lmpact type*
3c. Type of impact*
3d. S. name *
3e. Stream Type*
(?)
3f. Type of
Jurisdiction*
3g. S. width *
3h. Impact
length*
S1
Pipeline construction
Temporary
Excavation
Stream A
Perennial
Both
18
Average (feet)
79
(linear feet)
S2
Pipeline construction
Temporary
Excavation
Stream A
Intermittent
Both
5
Average (feet)
53
(linear feet)
S3
Pipeline construction
Temporary
Excavation
Stream C
Intermittent
Both
4
Average (feet)
50
(linear feet)
S4
Pipeline construction
Temporary
Excavation
Stream D
Intermittent
Both
3
Average (feet)
61
(linear feet)
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
0
3i. Total stream and ditch impacts:
243
3j. Comments:
6. Buffer Impacts (for DWR)
6a. Project is in which protect basin(s)?
Check all that apply.
Neuse
r Catawba
r Goose Creek
r Other
3i. Total temporary stream impacts:
243
r Tar -Pamlico
✓ Randleman
✓ Jordan Lake
6b. Impact Type
6c. Per or Temp
6d. Stream name
6e. Buffer mitigation required?
6f. Zone 1 impact
6g. Zone 2 impact
Allowable
P
Stream A
No
3,988
2,612
Allowable
T
Stream A
No
4,269
2,813
Allowable
P
Stream C
No
1,911
1,263
Allowable
T
Stream C
No
1,203
824
Allowable
P
Stream D
No
2,224
1,483
Allowable
T
Stream D
No
1,424
1,083

6h. Total buffer impacts:
Total Temporary impacts:
Total Permanent impacts:
Total combined buffer impacts:
Zone 1
6,896.00
Zone 1
8,123.00
Zone 1
15,019.00
Zone 2
4,720.00
Zone 2
5,358.00
Zone 2
10,078.00
6i. Comments:
Construction workspaces through the riparian buffers were necked down to 50-feet-wide and PNG will only maintain a 30-foot-wide permanent
easement through the riparian buffers. This action is allowable with authorization in accordance with the Neuse River buffer regulations.
Supporting Documentation
Protected Riparian Buffer Impacts_No Practicable Alternatives_rev3.pdf
644.42KB
E. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
The pipeline was routed to follow existing roads and highways instead of cutting through large areas of undisturbed forest containing wetland and
stream features. Additionally, no additional temporary workspace is proposed for the three stream crossings along Highway 42 in an effort to reduce
impacts to streams, wetlands, and the protected Neuse River riparian buffers. PNG will also only maintain 30-foot-wide permanent easements at all
stream, wetland, buffer crossing to reduce permanent impacts (see attached PNG Permanently Maintained Access Corridor Protocol).
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Construction matting will be used at the open cut stream crossings and through the wetland crossings. The project will be constructed in accordance
with state/local and federal guidelines pertaining to minimizing impacts during construction. An approved and certified erosion and sediment control
plan will be provided to the contractor for proper implementation of appropriate BMPs. Additionally measures to minimize wetland and stream channel
impacts from vehicle activity will be utilized.
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?
6 Yes rNo
2c. If yes, mitigation is required by (check all that apply):
r DWR fJ Corps
2d. If yes, which mitigation option(s) will be used for this project?
fJ Mitigation bank r Payment to in -lieu fee r Permittee Responsible
program Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
Falling Creek Stream and Wetland Mitigation Bank: McClenny Acres II Mitigation Site
3b. Credits Purchased/Requested (attach receipt and letter)
Type:
Riparian buffer
Quantity:
0.29
Attach Receipt and/or letter
Piedmont Natural Gas - Line 473 - Wetland SOA 02-25-2021.pdf
3c. Comments
542.52KB
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
la. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
G Yes r No
What type of SCM are you providing?

r Level Spreader
r Vegetated Conveyance (lower SFiWT)
r Wetland Swale (higher SHWT)
r Other SCM that removes minimum 30% nitrogen
fJ Proposed project will not create concentrated stormwater flow through the buffer
Diffuse Flow Documentation
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250? *
✓ Yes rNo
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
✓ Yes r No
Comments:
Pipeline will be installed through the protected riparian buffer zones. Trees will be cleared and grubbed within the 50' easement within the riparian buffer zone of the stream crossings.
There will be no change in stormwater runoff volume or velocity as no built upon area will be constructed within the buffers. Ground cover will remain unchanged from existing to post
construction conditions.
G. Supplementary Information
1. Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
✓ Yes
( No
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)?*
✓ Yes (No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
✓ Yes r No
3b. If you answered "no," provide a short narrative description.
The pipeline is being constructed to provide natural gas to the growing community in Clayton, NC. However, the pipeline is not being specifically
constructed for planned future projects.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
✓ Yes r No r N/A
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
✓ Yes (No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
✓ Yes r No
5c. If yes, indicate the USFWS Field Office you have contacted.
Raleigh
5d. Is another Federal agency involved?*
✓ Yes
5e. Is this a DOT project located within Division's 1-8?
✓ Yes r No
(7 No r Unknown
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
r Yes r No
5g. Does this project involve bridge maintenance or removal?
✓ Yes r No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
✓ Yes r No
5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?

✓ Yes (7 No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
U.S. Fish and Wildlife Service Information, Planning, and Consultation System (IPaC). Additionally, an informal Section 7 coordination letter was sent to
USFWS on February 17, 2020. USFWS provided concurrence on March 30, 2020.
Consultation Documentation Upload
USFWS Consultation_Line 473.pdf 1.O8MB
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
✓ Yes rNo
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
Essential fish habitat mapper
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 status?*
✓ Yes ( No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
A Section 106 project coordination letter was sent to SHPO on May 20, 2020. SHPO responded on July 15, 2020 and requested a Phase 1
archaeological survey in the portion of the project south of Highway 70 along Wildwood Drive. The Phase 1 is complete and the report was submitted
to SHPO on October 5, 2020. SHPO provided concurrence on December 8, 2020.
7c. Historic or Prehistoric Information Upload
PNG Line 473_SHPO Correspondence.pdf 1019.44KB
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
✓ Yes r No
8c. What source(s) did you use to make the floodplain determination?*
FEMA Data
Miscellaneous
Comments
Additional information attached:
- Landowner parcel map
- Project Impact Maps (showing wetland, stream, and buffer impacts)
- KMZ
- PNG Permanently Maintained Access Corridor Protocol
Miscellaneous attachments not previously requested.
473_Parcel.pdf
473_PCNimpacts_210223.pdf
08_PNG Permanently Maintained Access Corridor pdf
1.2 0228711 20210305 IFC KMZ Line473.kmz
252.27KB
513.07KB
160.66KB
1.49MB
Signature
*
17 By checking the box and signing below, I certify that:
• The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief; and
• The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time.
• I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• I intend to electronically sign and submit the PCN form.
Full Name:
Sara Kent
Signature
Date
4/16/2021

Wildlands Holdings III, LLC · Wildlands Engineering, Inc · 1430 South Mint Street, Suite 104, Charlotte, NC 28203
Wetland Mitigation Statement of Availability

February 25, 2021

Piedmont Natural Gas
4720 Piedmont Row Drive
Charlotte, NC 28210
Attn: Mr. Aaron Weldon

RE: Availability of Riparian Wetland Credits for the “Piedmont Natural Gas – Line 473” project
Bank Name: McClenny Acres II Mitigation Site
Bank Sponsor: Wildlands Holdings III, LLC
USACE Action ID No. SAW-2017-02527
Riparian Wetland Credits Needed: 0.29 acres
Riparian Wetland Credits Available: 4.45 acres
Neuse 03020201 River Basin

Dear Mr. Weldon,

Wildlands Holdings III, LLC has the above-mentioned Riparian Wetland Credits from the Falling Creek
Stream and Wetland Mitigation Bank: McClenny Acres II Mitigation Site to satisfy the mitigation
requirements related to the above-mentioned project. The project is located within the service area
(HUC 03020201) of the Bank.

Credits may be reserved for a period of 12 months upon the receipt of a non-refundable deposit of 10%
of the purchase price. Should credits not be reserved, they will be sold on a first come, first serve basis.
Credit prices will be guaranteed for a period of 6 months from the date of this letter and are then
subject to change.

An invoice for this transaction will be sent upon your request and we will reserve the credits and price
for a period of 30 days from invoice. This letter is a Statement of Availability as of the date provided – it
is not a reservation of credits nor a guarantee of price. Credits will be sold on a first come, first serve
basis.

Final transfer of credits will occur upon completion of the Mitigation Responsibility Transfer Form within
the completed 404 permit.

We appreciate the opportunity to assist you with your mitigation requirements. Please contact me at
[phone] x124 or [e-mail] if you have any questions or need any additional
information.

Wildlands Holdings III, LLC · Wildlands Engineering, Inc · 1430 South Mint Street, Suite 104, Charlotte, NC 28203
Sincerely,

Ashley N. Yarsinske
Wildlands Engineering, Inc.
Marketing & Credit Sales
[e-mail]
O: [phone] ext. 124
M: [phone]

Cc: Ms. Sara Kent, Project Manager, Environmental Services | Burns & McDonnell

Wildlands Holdings III, LLC · Wildlands Engineering, Inc · 1430 South Mint Street, Suite 104, Charlotte, NC 28203
Wetland Mitigation Statement of Availability

February 25, 2021

Piedmont Natural Gas
4720 Piedmont Row Drive
Charlotte, NC 28210
Attn: Mr. Aaron Weldon

RE: Availability of Riparian Wetland Credits for the “Piedmont Natural Gas – Line 473” project
Bank Name: McClenny Acres II Mitigation Site
Bank Sponsor: Wildlands Holdings III, LLC
USACE Action ID No. SAW-2017-02527
Riparian Wetland Credits Needed: 0.29 acres
Riparian Wetland Credits Available: 4.45 acres
Neuse 03020201 River Basin

Dear Mr. Weldon,

Wildlands Holdings III, LLC has the above-mentioned Riparian Wetland Credits from the Falling Creek
Stream and Wetland Mitigation Bank: McClenny Acres II Mitigation Site to satisfy the mitigation
requirements related to the above-mentioned project. The project is located within the service area
(HUC 03020201) of the Bank.

Credits may be reserved for a period of 12 months upon the receipt of a non-refundable deposit of 10%
of the purchase price. Should credits not be reserved, they will be sold on a first come, first serve basis.
Credit prices will be guaranteed for a period of 6 months from the date of this letter and are then
subject to change.

An invoice for this transaction will be sent upon your request and we will reserve the credits and price
for a period of 30 days from invoice. This letter is a Statement of Availability as of the date provided – it
is not a reservation of credits nor a guarantee of price. Credits will be sold on a first come, first serve
basis.

Final transfer of credits will occur upon completion of the Mitigation Responsibility Transfer Form within
the completed 404 permit.

We appreciate the opportunity to assist you with your mitigation requirements. Please contact me at
[phone] x124 or [e-mail] if you have any questions or need any additional
information.

Wildlands Holdings III, LLC · Wildlands Engineering, Inc · 1430 South Mint Street, Suite 104, Charlotte, NC 28203
Sincerely,

Ashley N. Yarsinske
Wildlands Engineering, Inc.
Marketing & Credit Sales
[e-mail]
O: [phone] ext. 124
M: [phone]

Cc: Ms. Sara Kent, Project Manager, Environmental Services | Burns & McDonnell

Piedmont Natural Gas - Agent Authorization Form
Line 473
Piedmont Natural Gas (PNG) Line 473 Project – No Practical Alternatives for Impacts to Protected 
Riparian Buffers 
All route alternatives are considered and designed to reduce environmental impacts and keep land 
disturbance to a minimum. Elimination and/or reducing impacts to protected riparian buffers was 
considered during route analysis for the Line 473 Project. Alternate pipeline routes would either conflict 
with landowner requests or cause increased environmental impacts. The direction and location of the 
proposed pipeline and direction, location, and meandering nature of the streams within the Project area 
does not enable a route for complete avoidance of protected riparian buffers. There are no other viable 
alternatives to the Proposed Project area that would completely avoid impacts to protected riparian 
buffers. The Project has been reduced in size to the extent possible so the purpose of the Project can be 
practically accomplished while minimizing disturbance, preserve aquatic life and habitat and protect 
water quality to the extent possible.  
Impacts to protected riparian buffers are avoided and minimized to the greatest extent possible. Impact 
minimization began during the siting process when the pipeline was routed to parallel existing roads and 
highways and avoid cutting through large areas of undisturbed forest containing streams and wetlands. 
Best management practices will be used to minimize disturbance, preserve aquatic life, and protect 
water quality. 
For the three stream crossings and wetlands along Highway 42 (Streams A, C, and D), the 50‐foot‐wide 
permanent easement will be acquired with a 30‐foot‐wide maintained corridor through the wetlands, 
streams, and riparian buffers. The remaining 20‐foot‐wide area of the permanent easement will serve as 
temporary construction workspace. There is no additional temporary workspace proposed outside the 
50‐foot‐wide permanent easement at the stream crossings and within the 50‐foot riparian buffer in an 
effort to reduce impacts to the Neuse River protected riparian buffers and to reduce impacts to Wetland 
A and Wetland C.  
Additionally, a 75‐foot‐wide construction corridor is proposed through the riparian area of Stream A 
north of NC Business Route 70 (Stream A southern crossing in attached figures). The wider construction 
corridor through the wetland is required because the route parallels the railroad along the north side of 
NC Business Route 70, which limits access points to the construction corridor. The additional temporary 
workspace is needed to install proper matting and for equipment to move in both directions along this 
portion of the route. However, PNG will maintain a 30‐foot‐wide corridor through the wetlands, 
streams, and riparian buffers. 
Please refer to the following table for the square footage impacts in Zones 1 and 2 for each of the 
crossings. Please refer to the attached figures as well as the Project Impact Maps attached to the PCN 
illustrating the pipeline installation with both temporary workspace and the permanent easement at 
both crossings. 
Type of Impact Permanent Impacts 
(units) 
Temporary Impacts 
(units) 
Buffers – Zone 1   
Stream A  3,988 (square feet) 4,739 (square feet) 
Stream C 1,911(square feet) 1,203 (square feet) 
Stream D 2,224 (square feet) 1,424 (square feet) 
Buffers – Zone 2   
Stream A  2,612 (square feet) 2,813 (square feet) 
Stream C 1,263 (square feet) 824 (square feet) 
Stream D 1,483 (square feet) 1,083 (square feet) 

bhbattle 2/25/2021
Temporary Workspace
E— Permanent Easement
Centerline
Neuse River Buffer: Zone 2
Neuse River Buffer: Zone 1
Intermittent Stream
Perennial 5tream
Emergent Wetland
Forested Wetland
. BURNS
MgDONNELL_
Stream A (southern crossing)
Neuse River Buffer Zones
Line 473
Johnston County, NC
Source: Burns & McDonnell Consultants, Inc.

bhbattle 2/25/2021
Temporary Workspace
Permanent Easement
Centerline
Neuse River Buffer: Zone 2
Neuse River Buffer: Zone 1
Intermittent Stream
['Ti _" Perennial Stream
Emergent Wetland
Forested Wetland
'BURNS
MSDONNELL.
Stream A (northern crossing)
Neuse River Buffer Zones
Line 473
Johnston County, NC
Source: Burns & McDonnell Consultants, Inc.

bhbattle 2/25/2021
Temporary Workspace
Permanent Easement
Centerline
Neuse River Buffer: Zone 2
Neuse River Buffer: Zone 1
Intermittent Stream
'! Perennial Stream
Emergent Wetland
Forested Wetland
�.. BURNS
MEDONNELL_
Streams C & D
Neuse River Buffer Zones
Line 473
Johnston County, NC
Source: Burns & McDonnell Consultants, Inc.

,
,
,
i
11.
<
Al.
,
,
Wetland B-2 (acres)
PFO
Temporary: 0.048
Permanent: 0.029
MV11. **. \ dik., 110
•
Stream A
Total Linear Ft.
Perennial: 78.98
Intermittent: 52.38
Neuse River Buffer
Zone 1
Temporary: 4,269
Permanent: 3,988
Zone 2
Temporary: 2,813
Permanent: 2,612
N. N.
r N.
r�o \N.
N. N.
< N. \
N. \ N.
N. N.
N. N. \ \
N.N. N. \
N. N.\ N. \
N.\ N.
N. N.\
N. N.
(sq. ft.)
Centerline
Q Permanent Easement
Temporary Workspace
Neuse River Buffer Zone
Intermittent Stream
Perennial Stream
Emergent Wetland
Forested Wetland 0
N
50
100
Wetland B-1 (acres)
PFO
Temporary: 0.312
Permanent: 0.115
PEM
Temporary: 0.037
Permanent: 0.113
`BURNS
` MEDONNELL.
Project Impacts Map
Line 473
Duke Energy
Johnston County, NC
Page 1 of 2
Feet
Source: Burns & McDonnell Consultants, Inc.

Stream D
Linear Ft.: 60.89
Neuse River Buffer (sq. ft.)
Zone 1
Temporary: 1,424
Permanent: 2,224
Zone 2
Temporary: 1,083
Permanent: 1,483
Stream C
Linear Ft.: 49.68
Neuse River Buffer (sq. ft.)
Zone 1
Temporary: 1,203
Permanent: 1,911
Zone 2
Temporary: 824
Permanent: 1,263
Wetland C (acres)
PFO
Temporary: 0.218
Permanent: 0.138
PEM
Permanent: 0.027
Centerline
Q Permanent Easement
Temporary Workspace
Neuse River Buffer Zone
Intermittent Stream
Forested Wetland
0
50
Feet
N
100
BURNS
XMEDONNELL.
Project Impacts Map
Line 473
Duke Energy
Johnston County, NC
Page 2 of 2
Source: Burns & McDonnell Consultants, Inc.

Limits of Disturbance
0
Source: Esri; Burns & McDonne4I Consultants, Inc.
500
Feet
%BURNS
MEDONNELL
Topographical Map
Line 473
Piedmont Natural Gas
Johnston County, NC

bhbattle 2/25/2021
•K T
VrA
Soil Name
Cowarts loamy sand, 2 to 6 percent slopes
Facevilfe sandy loam, 2 to 6 percent slopes
Marlboro -Cecil complex, 2 to 8 percent slopes
Norfolk loamy sand, 0 to 2 percent slopes
Norfolk loamy sand, 2 to 6 percent slopes
Norfolk -Urban land complex, 0 to 3 percent slopes
Rains sandy loam, 0 to 2 percent slopes
Varina loamy sand, 0 to 2 percent s opes
Hydric Soils
0 Non-Hydric Soils
0 Limits of Disturbance
0
500
N
1,000
• BURNS
MEDONNELL_
Prime Farmland
Not prime farmland
All areas are prime farmland
Alf areas are prime farmland
Alf areas are prime farmland
Alf areas are prime farmland
Not prime farmland
Prime farmland if drained
All areas are prime farmland
Soils Map
Line 473
Piedmont Natural Gas
Johnston County, NC
Feet
Source: Esri; USDA NRCS; Bums & McDonnell Consultants, Inc.

:11M1UM/LW/Ma
Fa
Fie
CARROLL,
166800-64-8874
Deed
Page
11-‘1"1"
BAYER
CROPSCIENC E
1703
Book: CM
E$ 0654
166820-99-0910
GRIFOLS
cox,
166800-82-0725
02032
Project Parcels
Johnston County Parcels
Limits of Disturbance
0
750
Feet
N
1,500
NORTH
IMF
CAROLINA
PIN: 166808-7-6185
Book:?014Z5
Num: 0564
THERAPEUTICS
166811-76-0449
121921
Book:
I pniasCz
05086
BURNS
XMEDONNELL
RAILROAD
COMPAN
Parcel Map
Line 473
Piedmont Natural Gas
Johnston County, NC
Source: Esri; Burns & McDonnell Consultants, Inc.

PIEDMONT NATURAL GAS: PERMANENTLY
MAINTAINED ACCESS CORRIDOR PROTOCOL
January 2020
PIEDMONT NATURAL GAS
Permanently Maintained Access Corridor Protocol
To Comply with NC Water Quality General Certification No. 4133
To comply with the NC Water Quality General Certification No. 4133 condition for permanent maintained access corridors in wetlands and across stream channels to not exceed 30 feet wide for gas utility lines, Piedmont Natural Gas has implemented the following protocol.

Piedmont Natural Gas does not use herbicides to maintain vegetation on permanent access corridors. Mowing equipment and tree trimming equipment is utilized where feasible to ensure there is a clear line of sight of the pipeline corridor to perform inspections per Pipeline and Hazardous Materials Safety Administration (PHMSA) regulations. Much of the inspections are conducted using aerial patrols which is why it is important to ensure the tree canopy does not cover the pipeline corridor.
Piedmont Natural Gas right-of-way(ROW) maintenance staff utilize GIS software to identify permanent access corridors based on recorded property easement data imported to the company internal asset management system. Note, the ROW maintenance staff do not use construction or permit drawings to plan maintenance activities. Once a project obtains environmental permits and/or approvals, the shapefile data of the jurisdictional features delineation is imported to the internal asset management system, displaying on an environmental layer which allows the jurisdictional boundaries viewable by the ROW maintenance staff when planning maintenance activities.
Piedmont Natural Gas ROW maintenance staff have been trained on the NC GC 4133 conditions for permanent maintained access corridors and are aware of the allowable maintenance widths. Often it is difficult to perform vegetation maintenance in wetlands and at stream channels where there is steep terrain or wet conditions limiting vehicular use resulting in less than 30 feet maintained, thus complying with the NC GC 4133.

Z:\Clients\TND\DukeEnrgyCar\118874_ClaytonCtyGate\Design\Pipeline\CADD\Working\0228708_0228711\0228711_Ln473\General\PNG-G-473-0001000.dwg 3/1/2021 8:38 AMPROFESSIONAL ENG/ARCH STAMP CNS
SCALE: 1"=2,000'
EXISTING SITE LOCATION MAP - LINE 473
GENERAL NOTES
1.INSTALLER SHALL FURNISH ALL MATERIALS AND SERVICES NOT PROVIDED BY THE COMPANY
(UNLESS OTHERWISE NOTED ON DRAWINGS OR SPECIFICATIONS) INCLUDING EQUIPMENT,
TRANSPORTATION, AND PERFORMANCE OF ALL NECESSARY WORK AS SHOWN ON THE
DRAWINGS AND SPECIFIED HEREINAFTER.
2.IT SHALL BE THE RESPONSIBILITY OF THE INSTALLER TO VERIFY ALL DIMENSIONS GIVEN ON THE
DRAWINGS. ANY ITEM IN QUESTION SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT
MANAGER PRIOR TO PROCEEDING WITH THE WORK.
3.INSTALLER SHALL BE RESPONSIBLE FOR PROTECTION OF ALL SURROUNDING AREAS.
4.ALL BELOWGROUND WELDS SHALL BE COATED WITH HBE-95 OR SP-2888 PER PERTINENT
PIEDMONT DESIGN AND CONSTRUCTION STANDARDS.
5.ALL ABOVEGROUND PIPING TO BE BLASTED TO CORRECT SOCIETY FOR PROTECTIVE COATINGS
(SSPC) SURFACE PROFILE. PAINT SYSTEM TO BE UTILIZED SHALL BE PER PERTINENT PIEDMONT
DESIGN AND CONSTRUCTION STANDARDS.
6.UPON BACKFILLING IN AREAS OF ROCK, BURIED PIPE SHALL HAVE 6” OF SAND PAD FILL PLACED
AROUND THE PIPE'S CIRCUMFERENCE.
7.PRESSURE TESTING SHALL MEET THE REQUIREMENTS OF PNG'S PRESSURE TESTING STANDARD,
PER PERTINENT PIEDMONT DESIGN AND CONSTRUCTION STANDARDS.
8.INSTALLER SHALL DEWATER ALL HYDROSTATICALLY TESTED PIPING, USING CLEANING PIGS AS
REQUIRED, AND DRY TO A DEWPOINT OF -40°F PER PERTINENT PIEDMONT DESIGN AND
CONSTRUCTION STANDARDS.
CONSTRUCTION NOTES
1.EXISTING OVERHEAD AND BELOWGROUND FACILITIES MAY BE IN THE WORK AREA VICINITY.
INSTALLER IS RESPONSIBLE FOR HAVING SUCH FACILITIES LOCATED AND IS RESPONSIBLE FOR
MAINTENANCE AND PRESERVATION OF THESE FACILITIES.
2.PER PERTINENT PIEDMONT DESIGN AND CONSTRUCTION STANDARDS, INSTALLER IS REQUIRED
TO CALL 811 FOR UTILITY LOCATES A MINIMUM OF 72 HOURS PRIOR TO COMMENCEMENT OF
WORK. NO EXTRA COMPENSATION WILL BE ALLOWED FOR DELAYS FROM ANY WORK PROVIDED
BY OTHER UTILITIES.
3.IF EXISTING UTILITIES OF ANY TYPE ARE ENCOUNTERED IN THE FIELD AND DEEMED TO BE IN
CONFLICT WITH INSTALLATION OF FACILITIES, INSTALLER SHALL NOTIFY THE PROJECT MANAGER
IMMEDIATELY SO THE CONFLICT MAY BE RESOLVED.
4.WHEN EXISTING DRAINAGE FACILITIES ARE DISTURBED, INSTALLER SHALL PROVIDE AND
MAINTAIN TEMPORARY OUTLETS AND CONNECTIONS FOR PRIVATE DRAINS OR SEWERS.
RESTORATION OF THESE FACILITIES IS TO BE PERFORMED ONCE CONSTRUCTION IS COMPLETE
AND ARE CONSIDERED INCIDENTAL COSTS OF THE PROJECT.
5.ALL DRAWING MEASUREMENTS ARE TO BE TAKEN FROM EXISTING GRADE. FINAL GRADE SHALL
BE MATCHED TO SURROUNDING GRADE AS PER PERTINENT PIEDMONT DESIGN AND
CONSTRUCTION STANDARDS.
6.INSTALLER IS TO REMAIN WITHIN CONSTRUCTION WORKING LIMITS. ACCESS TO AREAS OUTSIDE
WORKING LIMITS MUST BE COORDINATED WITH THE OWNER OR PIEDMONT PROJECT MANAGER.
7.ALL EXCESS EXCAVATION, CONSTRUCTION DEMOLITION DEBRIS AND UNSUITABLE MATERIALS
THAT DO NOT CONTAIN ASBESTOS SHALL BE REMOVED FROM THE SITE AND PROPERLY
DISPOSED.
8.STANDARD SPECIFICATIONS REFERENCED ON THIS SHEET AND CONSTRUCTION PLANS ARE
CONSIDERED AS PART OF THE CONTRACT DOCUMENTS. INCIDENTAL ITEMS OR ACCESSORIES
NECESSARY TO COMPLETE THIS WORK MAY NOT BE SPECIFICALLY NOTED, BUT ARE
CONSIDERED TO BE A PART OF THIS CONTRACT.
9.BEFORE ACCEPTANCE BY THE OWNER AND FINAL PAYMENT, ALL WORK SHALL BE INSPECTED
AND APPROVED BY PIEDMONT OR COMPANY REPRESENTATIVE. FINAL PAYMENT SHALL BE MADE
AFTER ALL OF THE INSTALLER'S WORK HAS BEEN ACCEPTED AND APPROVED AND IN
ACCORDANCE WITH THE CONTRACT DOCUMENTS.
10.DURING CONSTRUCTION, ALL LOOSE MATERIALS THAT ARE DEPOSITED IN THE FLOW LINE OF
GUTTERS, DRAINAGE STRUCTURES, DITCHES, ETC. SUCH THAT THE NATURAL FLOW LINE OF
WATER IS OBSTRUCTED, SHALL BE REMOVED AT THE END OF EACH WORK DAY.
11.ALL FIELD TILE ENCOUNTERED DURING CONSTRUCTION SHALL BE EXTENDED TO OUTLET INTO
AN EXISTING DRAINAGE WAY. A RECORD OF ALL FIELD TILE FOR ONSITE DRAIN PIPE
ENCOUNTERED SHALL BE KEPT BY THE INSTALLER AND TURNED OVER TO THE PROJECT
MANAGER UPON COMPLETION OF THE PROJECT.
12.INSTALLER IS REQUIRED TO MAINTAIN A SET OF ISSUED FOR CONSTRUCTION DRAWINGS AND
ALL PERMITS AT THE JOB SITE. ANY MODIFICATIONS OR ALTERATIONS TO THE PLANS OR
SPECIFICATIONS SHALL BE APPROVED BY THE PROJECT MANAGER.
13.INSTALLER IS SOLELY RESPONSIBLE FOR EXECUTION OF HIS/HER WORK IN ACCORDANCE WITH
THE CONTRACT DOCUMENTS AND SPECIFICATIONS. INSTALLER IS RESPONSIBLE FOR THE
CONSTRUCTION METHODS AND TECHNIQUES, SEQUENCES, TIME OF PERFORMANCE, AND ALL
SAFETY PRECAUTIONS.
14.MINIMUM DEPTH OF BURIAL SHALL BE PER PERTINENT PIEDMONT DESIGN AND CONSTRUCTION
STANDARDS.
15.ALL PIPELINES BEING CROSSED ARE TO BE PROTECTED WITH A MINIMUM OF (3) 4 FEET X 18 FEET
WOODEN MATS.
16.PER PERTINENT PIEDMONT DESIGN AND CONSTRUCTION STANDARDS, FOR OPEN DITCH
EXCAVATION, A MINIMUM OF TWO FEET OF SEPARATION SHALL BE MAINTAINED BETWEEN ALL
CROSSING STRUCTURES. SEPARATION BETWEEN CROSSING STRUCTURES AND PIPELINES THAT
ARE INSTALLED VIA DIRECTIONAL DRILLING METHODS IS AT THE DISCRETION OF ENGINEERING.
17.DURING BACKFILLING, A SIX INCH CROWN SHALL BE PLACED ON ALL DISTURBED AREAS.
COMPACTION REQUIREMENTS SHALL BE PER PERTINENT PIEDMONT DESIGN AND
CONSTRUCTION STANDARDS.
18.BOLTS FOR FLANGES TO BE TORQUED PER PERTINENT PIEDMONT DESIGN AND CONSTRUCTION
STANDARDS.
CIVIL AND STRUCTURAL NOTES
1.ADDITIONAL EXCAVATIONS BELOW FOOTINGS MAY BE NECESSARY TO REACH UNDISTURBED
SOIL. SHOULD THIS OCCUR, THE EXCAVATION SHALL BE BROUGHT TO THE BOTTOM OF THE
FOOTING ELEVATION WITH COMPACTED SAND FILL MEETING THE REQUIREMENTS OF MODIFIED
PROCTOR COMPACTION TEST (ASTM D1557) TO 95% IN SIX INCH LIFTS.
2.ALL EXPOSED CONCRETE EDGES SHALL HAVE A 1” X 1” 45° CHAMFER.
3.CONCRETE SHALL BE MIXED AND POURED PER PERTINENT PIEDMONT DESIGN AND
CONSTRUCTION STANDARDS. TESTING SHALL CONFORM TO ACI 318. INSTALLER TO SUPPLY ALL
CONCRETE AND TESTING.
4.ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 SPECIFICATION. STEEL REINFORCING
BAR SHALL CONFORM TO ASTM A615 GRADE 60 AND WELDED WIRE FABRIC SHALL CONFORM TO
ASTM A185. TIE WIRE SHALL CONFORM TO ASTM A1064.
5.UNSUITABLE OR EXCESS EARTH SPOIL SHALL BE DISPOSED OF AT AN APPROVED WASTE
LOCATION. SOIL BEING TRANSPORTED ONTO THE JOB SITE SHALL BE APPROVED BY EITHER THE
PROJECT MANAGER OR CONSTRUCTION MANAGER.
6.ROCKSHIELD OR SIMILAR COMPANY APPROVED PRODUCT MUST BE INSTALLED BETWEEN ALL
PIPE AND FITTINGS THAT COME INTO CONTACT WITH CONCRETE. A LAYER OF NON ABRASIVE
MATERIAL SUCH AS FRP SHALL BE INSTALLED BETWEEN ALL PIPE SUPPORTS AND PIPING.
7.ALL FIELD BENDING OF REBAR SHALL BE DONE COLD.
SOIL EROSION AND SEDIMENT CONTROL NOTES
1.INSTALLER IS TO CONSTRUCT ALL SOIL EROSION AND SEDIMENT CONTROL MEASURES AT THE
COMMENCEMENT OF THE PROJECT, PROVIDE MAINTENANCE AND ASSURE EFFECTIVENESS
THROUGHOUT THE DURATION OF THE PROJECT.
2.CARE SHALL BE TAKEN TO MINIMIZE DOWNSTREAM SILTATION. RAW BANKS MAY BE SEEDED AND
MULCHED TO PREVENT EROSION.
3.ALL SPOILS INCLUDING ORGANIC SOILS, VEGETATION AND DEBRIS SHALL BE REMOVED FROM
THE SITE AND PROPERLY DISPOSED OF IN SUCH A MANNER AS TO NOT ERODE INTO ANY BODY
OF WATER OR WETLAND.
4.SILT FENCING SHALL BE PLACED WHERE NECESSARY TO PREVENT SEDIMENT FROM LEAVING
THE WORK AREA.
5.CATCH ALL INLET FILTERS ARE REQUIRED AT ALL SEWER INLETS, GRATES AND MANHOLES FOR
SEDIMENT CONTROL.
6.WETLAND AREAS SHALL HAVE SILT FENCING AND ONE LAYER OF STRAW LOG INSTALLED NO
CLOSER THAN 50 FEET FROM POINT OF WETLAND DELINEATION.
7.TOPSOIL STOCKPILES SHALL BE LOCATED TO AVOID EROSION OF SAID STOCKPILE ONTO
OFFSITE AREAS.
8.ALL ENVIRONMENTAL MEASURES SHALL BE PER PERTINENT PIEDMONT DESIGN AND
CONSTRUCTION STANDARDS.NOTES:1)LAT/LONG TO BE VERIFIED BY AS BUILD
SURVEY.
2) AS BUILD SURVEY LOCATION TIE IN POINT
LATITUDE: TBD LONGITUDE: TBD
0 1000 2000
1IN = 1000FT
DISCIPLINE / RESOURCE CENTER / LINE NUMBER
DESCRIPTIONNO.REVISION(S) DESCRIPTION BY CHK APPDDATE
DRAWING BY
SHEET(S)DWG SCALE
DWG DATEINITIALSDATEREGIONAL
ENGINEER
INITIALSDATE MGR TECH
REC & STD
INITIALSDATE PRINCIPAL
ENGINEER
ACCOUNT NUMBER
PROJECT NUMBER DRAWING NUMBER
APPROVALS
REVISION
AREA CODE SUPERSEDED
CHECKER INITIALS
STATION ID
COPYRIGHT 2018
PNG
__
-G-473-0001000 0
1 OF 35 NONE

LINE 473
COVER PAGE / INDEXCLAYTON, NC
MJD CNS CAM
1853

0228711
MJD
01/15/20210 03-05-2021 ISSUED FOR CONSTRUCTION
GOLDSBORO RESOURCE CENTER, DUDLEY, NORTH CAROLINA03/05/2021 CAM
N/A
N/A
N/A
N/A
LINE 473
PROJECT 0228711
DRAWING INDEX
DRAWING
NUMBER DRAWING TITLE REV. PAGE
PNG-G-473-0001000 COVER PAGE / INDEX 0 1 OF 35
PNG-G-473-0001001 BILL OF MATERIALS 0 2 OF 35
PNG-C-473-0001000 CIVIL GENERAL NOTES, LEGENDS, & ABBREVIATIONS 0 3 OF 35
PNG-C-473-0001001 SITE ACCESS ROUTE PLAN 0 4 OF 35
PNG-C-473-0001005 ALIGNMENT PLAN & PROFILE - 8" PIPELINE 0 5 OF 35
PNG-C-473-0001006 ALIGNMENT PLAN & PROFILE - 8" PIPELINE 0 6 OF 35
PNG-C-473-0001007 ALIGNMENT PLAN & PROFILE - 8" PIPELINE 0 7 OF 35
PNG-C-473-0001008 ALIGNMENT PLAN & PROFILE - 8" PIPELINE 0 8 OF 35
PNG-C-473-0001009 ALIGNMENT PLAN & PROFILE - 8" PIPELINE 0 9 OF 35
PNG-C-473-0001010 ALIGNMENT PLAN & PROFILE - 8" PIPELINE 0 10 OF 35
PNG-C-473-0001011 ALIGNMENT PLAN & PROFILE - 8" PIPELINE 0 11 OF 35
PNG-C-473-0001012 ALIGNMENT PLAN & PROFILE - 8" PIPELINE 0 12 OF 35
PNG-C-473-0001013 ALIGNMENT PLAN & PROFILE - 8" PIPELINE 0 13 OF 35
PNG-C-473-0001014 ALIGNMENT PLAN & PROFILE - 8" PIPELINE 0 14 OF 35
PNG-C-473-0001015 HDD DETAIL SHEET HWY 70 0 15 OF 35
PNG-C-473-0001016 JACK AND BORE DETAIL SHEET HWY 42 0 16 OF 35
PNG-B-473-0001000 GEOTECHNICAL BORING LOGS 0 17 OF 35
PNG-B-473-0001001 GEOTECHNICAL BORING LOGS 0 18 OF 35
PNG-C-473-0001019 ES&PC NOTES 0 19 OF 35
PNG-C-473-0001020 ES&PC PLAN 0 20 OF 35
PNG-C-473-0001021 ES&PC PLAN 0 21 OF 35
PNG-C-473-0001022 ES&PC PLAN 0 22 OF 35
PNG-C-473-0001023 ES&PC PLAN 0 23 OF 35
PNG-C-473-0001024 ES&PC PLAN - LAYDOWN YARD 0 24 OF 35
PNG-C-473-0001025 EROSION CONTROL DETAILS 0 25 OF 35
PNG-C-473-0001026 EROSION CONTROL DETAILS 0 26 OF 35
PNG-C-473-0001027 EROSION CONTROL DETAILS 0 27 OF 35
PNG-C-473-0001028 EROSION CONTROL DETAILS 0 28 OF 35
PNG-C-473-0001029 EROSION CONTROL DETAILS 0 29 OF 35
PNG-C-473-0001030 EROSION CONTROL DETAILS 0 30 OF 35
PNG-C-473-0001033 CONSTRUCTION DETAILS 0 31 OF 35
PNG-C-473-0001034 CONSTRUCTION DETAILS 0 32 OF 35
PNG-C-473-0001035 CONSTRUCTION DETAILS 0 33 OF 35
PNG-M-473-0001000 TIE IN AT LINE 94 0 34 OF 35
PNG-M-473-0001001 CATERPILLAR RS RETIREMENT 0 35 OF 35
BURNS & McDONNELL CONSULTANTS, INC.
STATE LICENSE # C-1435
LINE 473 LAUNCHER & 473_MLV_1
STATION ID: 84-T-91-GLD-6593
SEE PROJECT 0228708
FLOWERS PLANTATION REGULATOR STATION
STATION ID: 84-T-91-GLD-6606
SEE PROJECT 0228708
CONSULTANTS, INC.
EXISTING PNG LINE 94
ISSUED FOR
CONSTRUCTION
MAP NO.
CUSTOMER: PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
CATERPILLAR
REGULATOR
STATION
03/05/2021
\\bmcd\dfs\Clients\TND\DukeEnrgyCar\118874_ClaytonCtyGate\Design\Pipeline\CADD\Working\0228708_0228711\0228711_Ln473\Civil\PNG-C-473-0001000.dwg 2/22/2021 11:20 AM352)(66,21$/(1*$5&+67$03DISCIPLINE / RESOURCE CENTER / LINE NUMBER'(6&5,37,21125(9,6,216'(6&5,37,21%<&+.$33''$7(DRAWING BYSHEET(S)DWG SCALEDWG DATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERACCOUNT NUMBERPROJECT NUMBERDRAWING NUMBER$33529$/6REVISIONAREA CODESUPERSEDEDCHECKER INITIALSSTATION ID&23<5,*+7˙PNG__-C-473-000100003 OF 35NONE LINE 473 CIVIL GENERAL NOTES, LEGENDS, & ABBREVIATIONSCLAYTON, NCMJD CNS CAM1853 0228711MJD01/15/20210 03-05-2021ISSUED FOR CONSTRUCTIONGOLDSBORO RESOURCE CENTER, DUDLEY, NORTH CAROLINAN/AN/AN/AN/A PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLYBURNS & McDONNELL CONSULTANTS, INC.STATE LICENSE # C-1435/(*(1'˛TEMPORARY SILT FENCEPROPOSED CHAIN LINK SECURITY FENCEXDEMOLISH & REMOVE LINEAR SITE FEATUREXPROPOSED CHAIN LINK MANUAL SWING GATEPROPOSED GRAVEL SURFACE COURSE*(1(5$/127(6˛1.THE EXISTING SITE UTILITIES AND FEATURES SHOWN ARE BASED ON A FIELD RUN TOPOGRAPHICSURVEY PERFORMED BY MASER CONSULTING IN NOVEMBER, 2019.2.ALL DIMENSIONS, ELEVATIONS, AND STATIONS ARE IN FEET, UNLESS INDICATED OTHERWISE.3.CALLOUTS, COORDINATES, AND DIMENSIONS ARE POINTED TO OR MEASURED TO STRUCTURECENTER, EDGE OF PAVEMENT, BACK OF CURB, OR OUTSIDE FACE OF FOUNDATION WALL, UNLESSINDICATED OTHERWISE.4.ALL WORK SHALL BE SUBJECT TO INSPECTION BY AUTHORIZED PERSONNEL OF LOCAL ANDGOVERNMENT REGULATORY AGENCIES AND THE CLIENT REPRESENTATIVE.5.SEE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) DESIGN STANDARDS FORREFERENCES TO NCDOT STANDARD DRAWINGS. ALL SUBSEQUENT SPECIFICATIONS AND STANDARDSSHALL APPLY.6.ALL WORK SHALL BE CONDUCTED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND LOCALAND GOVERNMENT CODES, ORDINANCES, AND REGULATIONS. IN CASE OF CONTRADICTION ORDISCREPANCY BETWEEN REQUIREMENTS, CONTRACTOR SHALL INCORPORATE WHICHEVER IS MOSTSTRINGENT. WHERE A QUESTION REMAINS ON WHICH REQUIREMENT IS MOST STRINGENT,CONTRACTOR SHALL SUBMIT ISSUE TO THE CLIENT REPRESENTATIVE IN WRITING. THE DECISION OFTHE CLIENT REPRESENTATIVE SHALL BE CONSIDERED FINAL.7.ALL WORK SHALL BE CONDUCTED IN A PROFESSIONAL WORKMANSHIP MANNER USING USING QUALITYMATERIALS. WORK SHALL CONFORM TO THESE DRAWINGS, UNLESS INDICATED OTHERWISE OR ASDIRECTED BY THE CLIENT REPRESENTATIVE.8.CONTRACTOR SHALL CONFINE ALL WORK TO BE WITHIN THE PERMANENT AND TEMPORARYEASEMENTS.9.ALL GRADING, PAVEMENT WORK, AND ANY OTHER MISCELLANEOUS WORK SHALL BE PERFORMED INACCORDANCE WITH THE CURRENT NCDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGECONSTRUCTION AND SUPPLEMENTAL SPECIFICATIONS.10.CONTRACTOR SHALL TAKE CARE TO MAINTAIN THE SITE AND ADJACENT AREAS IN AS CLEAN ACONDITION AS POSSIBLE. ANY DEBRIS, DIRT, MUD, ETC. SHALL BE CLEANED DAILY, OR AS THE CLIENTREPRESENTATIVE DIRECTS, FROM ANY ADJOINING STREETS OR PROPERTIES BY THE CONTRACTORAS A PART OF THE PRIMARY CONSTRUCTION WORK. THIS SHALL BE AT NO ADDITIONALCOMPENSATION TO THE CONTRACTOR.&216758&7,21'5$:,1*127(6˛1.CONTRACTOR SHALL MAINTAIN UPDATED CONSTRUCTION DRAWINGS AT ALL TIMES THROUGH THEDURATION OF THE PROJECT. CONSTRUCTION RECORD DRAWINGS SHALL BE SUBMITTED TO THECLIENT REPRESENTATIVE.2.DURING CONSTRUCTION OF THE PROJECT, CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPINGTRACK OF ANY CLIENT REPRESENTATIVE-APPROVED FIELD CONSTRUCTION REVISIONS TO THEDESIGN DEPICTED ON APPROVED CONSTRUCTION DRAWINGS.3.ALL VARIATIONS IN PROJECT CONDITIONS, LOCATIONS, AND CONFIGURATIONS, AND ANY OTHERCHANGES OR DEVIATIONS FROM THE INFORMATION PRESENTED ON THE ORIGINAL, APPROVEDCONSTRUCTION DRAWINGS SHALL BE NOTED. THIS INCLUDES BURIED OR CONCEALEDCONSTRUCTION AND UTILITY FEATURES THAT WERE REVEALED DURING CONSTRUCTION.4.THE CLIENT REPRESENTATIVE SHALL REVIEW COMPLETENESS, ACCURACY, AND FORMAT OFSUBMITTED CONSTRUCTION DRAWINGS. IF THE CONSTRUCTION DRAWINGS ARE CONSIDEREDUNACCEPTABLE, THEY SHALL BE RETURNED TO THE CONTRACTOR FOR CORRECTION ANDRESUBMISSION. THIS SHALL BE AT NO ADDITIONAL COMPENSATION TO THE CONTRACTOR.&225',1$7,21$1'&20081,&$7,211.CONTRACTOR SHALL APPOINT A PRIMARY CONSTRUCTION SUPERINTENDENT, SUBJECT TO THEAPPROVAL OF THE CLIENT REPRESENTATIVE, WHO SHALL BE PRESENT ON THE CONSTRUCTION SITEAT ALL TIMES DURING WORKING HOURS AND ACCESSIBLE AT ALL TIMES WHILE WORK IS IN PROGRESS.THE PRIMARY CONSTRUCTION SUPERINTENDENT SHALL BE DESIGNATED THE RESPONSIBLECONTRACTOR'S REPRESENTATIVE WHO SHALL BE AVAILABLE ON A 24-HOUR BASIS. WHEN THECONTRACTOR'S PRIMARY CONSTRUCTION REPRESENTATIVE IS NOT AVAILABLE ON THECONSTRUCTION SITE, AN ALTERNATE REPRESENTATIVE SHALL BE PROVIDED. CONTRACTOR SHALLPROVIDE NAMES AND CONTACT INFORMATION OF REPRESENTATIVES TO THE CLIENTREPRESENTATIVE PRIOR TO THE START OF CONSTRUCTION ACTIVITIES.2.CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONSTANT COORDINATION BETWEEN ANYSUBCONTRACTORS AND THE CLIENT REPRESENTATIVE. ALL CONSTRUCTION ACTIVITIES PLANNED BYTHE CONTRACTOR SHALL BE REVIEWED AND APPROVED BY THE CLIENT REPRESENTATIVE.3.THE FOLLOWING CONTACT INFORMATION IS PROVIDED FOR CONTRACTOR'S USE IN CASE OF ANEMERGENCY:a.EMERGENCY911b.CHARLIE GILMAN (CONSTRUCTION) 252-339-1971c.OTHER CONTACTS AS DIRECTED AT PRE-CONSTRUCTION MEETING(;&$9$7,21$1'75(1&+(61.CONTRACTOR SHALL COMPLY WITH THE MOST CURRENT EDITION OF OCCUPATIONAL SAFETY ANDHEALTH ADMINISTRATION (OSHA) REGULATIONS AND THE STATE OF NORTH CAROLINA LAWSCONCERNING EXCAVATION.2.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL EXCAVATION, TRENCHING ANDSHORING ARE PERFORMED IN A MANNER THAT COMPLIES WITH LOCAL REGULATIONS AND OSHAREGULATIONS FOR CONSTRUCTION.3.OPEN TRENCHES AND EXCAVATIONS AT THE CONSTRUCTION SITE SHALL BE PROMINENTLY MARKEDWITH ORANGE SNOW FENCE OR OTHERWISE ACCEPTABLE TO THE CLIENT REPRESENTATIVE.4.CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 48 HOURS TO THE CLIENT REPRESENTATIVEAND ASSOCIATED UTILITY COMPANIES AND AGENCIES BEFORE PROCEEDING WITH ANY EXCAVATION.5.DEWATERING OF UTILITY TRENCHES AND OTHER EXCAVATIONS MAY BE REQUIRED.6.OPEN ONLY THOSE TRENCHES FOR WHICH MATERIAL IS ON-HAND AND READY FOR PLACING THEREIN.AS SOON AS POSSIBLE AFTER THE MATERIAL HAS BEEN PLACED AND WORK APPROVED, BACKFILLAND COMPACT TRENCHES AS SPECIFIED.7.NO SPECIAL PROVISIONS WILL BE MADE FOR ROCK EXCAVATION, ANY BOULDERS ENCOUNTEREDSHALL BE REMOVED AND DISPOSED OF OFF SITE.8.ALL TOPSOIL SHALL BE REMOVED FROM AREAS TO BE GRADED. ALL USEABLE TOPSOIL SHALL BESTOCKPILED DURING GRADING AND REAPPLIED IN 3” LAYERS TO ALL SLOPES IMMEDIATELY AFTERGRADING IS COMPLETE.27+(56$)(7<5(48,5(0(1761.CONTRACTOR SHALL MAINTAIN SAFETY PRACTICES THAT CONFORM TO OSHA REGULATIONS.2.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN AND PAY FOR ALL APPLICABLE PERMITS,FEES AND LICENSES FOR CONSTRUCTION AND EQUIPMENT.3.THE CONTRACTOR SHALL PERFORM ON-SITE INSPECTIONS THROUGHOUT THE PROJECT AND REMEDYANY SAFETY CONCERNS IMMEDIATELY.4.THERE SHALL BE NO PERMANENT WASTE SITES ON SITE PROPERTY. ANY TEMPORARY WASTE AREASHALL BE APPROVED BY THE CLIENT REPRESENTATIVE AND SHALL BE KEPT IN AN ORDERLYCONDITION. REMOVAL OF WASTE THAT IS NOT PROPERLY MAINTAINED IS SUBJECT TO THE DIRECTIONOF THE CLIENT REPRESENTATIVE.5.EROSION CONTROL DEVICES SHALL BE USED FOR THE ACCESS AND HAUL ROUTES, STAGING AREA,AND ANY MATERIAL STOCKPILES WHEN NECESSARY TO CONTROL EROSION AND STORM WATERRUNOFF. SEE DRAWINGS C-473-0001020 - C-473-0001027 FOR EROSION AND SEDIMENT CONTROLREQUIREMENTS.6.STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER TO PREVENT MOVEMENT RESULTINGFROM WIND CONDITIONS.7.CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO LIMIT DUST CAUSED BY CONSTRUCTIONACTIVITIES TO A LIMIT ACCEPTABLE TO PROJECT SITE OPERATIONS. THE CONTRACTOR SHALLCONTROL BLOWING DUST ON THE PROJECT SITE FROM ANY HAUL ROUTE OR WORK AREAREGARDLESS OF SOURCE.8.WILDLIFE ATTRACTANTS, SUCH AS TRASH AND FOOD SCRAPS, FROM CONSTRUCTION PERSONNELAND ACTIVITIES SHALL BE REMOVED FROM THE PROJECT LIMITS.9.GASOLINE, DIESEL FUEL, OIL, AND HAZARDOUS WASTE RESULTING FROM CONTRACTOR'SOPERATIONS OR ACTIVITIES SHALL BE PROPERLY DISPOSED OF IN ACCORDANCE WITH THESPECIFICATIONS AND LOCAL REGULATORY REQUIREMENTS AND PROPERLY REMOVED FROM THEPROJECT PROPERTY. IF HAZARDOUS MATERIALS ARE ENCOUNTERED OR UNCOVERED DURINGCONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CLIENTREPRESENTATIVE.10.FAILURE TO COMPLY WITH THE CLIENT REPRESENTATIVE SAFETY REQUIREMENTS SHALL RESULT INTHE SUSPENSION OF CONSTRUCTION ACTIVITIES UNTIL ALL SAFETY CONCERNS ARE ADDRESSED BYTHE CONTRACTOR TO THE SATISFACTION OF THE CLIENT REPRESENTATIVE.11.ANY WORKERS AND EQUIPMENT NOT IN COMPLIANCE WITH SAFETY PLAN SHALL IMMEDIATELY BEREMOVED FROM THE WORK AREA.12.THE CONTRACTOR SHALL NOT BURN OR BURY DEBRIS WITHOUT PERMISSION FROM THE SITEINSPECTOR.6859(<$1'68%685)$&(,19(67,*$7,21127(6˛1.SURVEY CONTROL POINTS WILL BE PROVIDED PRIOR TO CONSTRUCTION. IF THE CONTRACTORSHOULD NEED TO DISTURB THE CONTROL POINTS DURING CONSTRUCTION, REQUEST SHALL BE GIVENTO THE SURVEYOR TO HAVE THE CONTROL POINTS RESET.2.IF BENCHMARKS SHOWN ARE IN AREAS THAT REQUIRE DEMOLITION, OTHER BENCHMARKS SHALL BEESTABLISHED BEFORE DEMOLITION AND CONSTRUCTION WORK BEGINS. CONTRACTOR SHALL GIVEREQUEST TO THE SURVEYOR.3.HORIZONTAL CONTROL IS BASED ON NAD 83 NORTH CAROLINA STATE PLANE, US FOOT.VERTICAL CONTROL IS BASED ON NAVD 88.(;,67,1*&21',7,216127(6˛1.THE LOCATIONS OF STRUCTURES AND UNDERGROUND UTILITIES AS INDICATED HAVE BEEN OBTAINEDFROM EXISTING RECORDS AND FIELD SURVEYS. UNDERGROUND STRUCTURES AND UTILITIES MAY BEPRESENT WHICH ARE NOT DOCUMENTED OR LOCATED.2.THE CONTRACTOR SHALL FIELD-CHECK ALL EXISTING CONDITIONS AND BE THOROUGHLY FAMILIARWITH THE SITE BEFORE ANY WORK COMMENCES. ANY DISCREPANCIES IN THE DRAWINGS SHALL BEIMMEDIATELY REPORTED TO THE CLIENT REPRESENTATIVE BEFORE ANY FURTHER WORKCOMMENCES.3.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD-VERIFY EXISTING STRUCTURES, UTILITIES,AND SURVEY INFORMATION, AND TO TAKE NECESSARY PRECAUTIONS DURING DEMOLITION ANDCONSTRUCTION. CONTRACTOR SHALL VERIFY EXISTENCE AND MARK LOCATIONS OF ALL UTILITIES,INCLUDING SERVICE CONNECTIONS TO UNDERGROUND UTILITIES, PRIOR TO BEGINNING WORK.CONTRACTOR SHALL CONTACT THE CLIENT REPRESENTATIVE AND ALL ASSOCATED UTILITYCOMPANIES AND AGENCIES TO IDENTIFY THE LOCATION OF UTILITIES. THERE IS NO GUARANTEE,EITHER EXPRESSED OR IMPLIED, THAT THE LOCATIONS, SIZE AND TYPE OF MATERIAL OF EXISTINGUNDERGROUND UTILITIES INDICATED ARE REPRESENTATIVE OF THOSE TO BE ENCOUNTERED DURINGCONSTRUCTION.4.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE CLIENT REPRESENTATIVE OFOPERATIONAL PLANS. IN THE EVENT AN UNEXPECTED UTILITY OR STRUCTURE INTERFERENCE ORCONFLICT IS ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFYTHE CLIENT REPRESENTATIVE. ANY UTILITY SERVICES OR STRUCTURES DISTURBED BY THECONTRACTOR'S OPERATIONS SHALL BE RESTORED IMMEDIATELY AT CONTRACTOR'S EXPENSE TOTHE SATISFACTION OF THE OWNER.5.THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ITEMS NOT TO BE DAMAGED DURINGDEMOLITION AND CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE DAMAGED ORDISTURBED ITEMS TO THE SATISFACTION OF THE CLIENT REPRESENTATIVE.*(1(5$/*5$',1*127(61.ALL GRADING, PAVEMENT WORK, AND ANY OTHER MISCELLANEOUS WORK SHALL BE PERFORMED INACCORDANCE WITH THE CURRENT NC DOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGECONSTRUCTION AND SUPPLEMENTAL SPECIFICATIONS.2.THE GRAVEL SURFACE COURSE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 520 OF THE NC DOTSTANDARD SPECIFICATIONS.3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING INCLUDING EXCAVATION, EMBANKMENT,AND BACKFILLING AS NECESSARY TO CONSTRUCT ALL AGGREGATE ACCESS ROADS, AS OUTLINED INTHESE TECHNICAL SPECIAL PROVISIONS AND AS DIRECTED BY THE CLIENT REPRESENTATIVE.4.THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY DAMAGE DONE TO STORM MANHOLES OROTHER UTILITIES DURING GRADING.5.DISTRIBUTE EXCESS SOIL ON SITE AT THE DIRECTION OF THE CLIENT REPRESENTATIVE. DO NOTALTER DIRECTION OF SURFACE DRAINAGE PATTERNS.6.THE TOLERANCE OF THIS WORK SHALL BE TO WITHIN TO 0.1 FT OF THE EXISTING GROUND SURFACEELEVATIONS.7.THE ACCESS ROAD SUBGRADE SHALL HAVE SUFFICIENT STABILITY TO ACCOMMODATECONSTRUCTION TRAFFIC WITHOUT EXCESSIVE SUBRADE RUTTING OR SHOVING. AT THE TIME OFPLACEMENT OF THE PAVEMENT, THE IN SITU SUBGRADE SHALL HAVE A CALIFORNIA BEARING RATIO(CBR) OF AT LEAST 6 PERCENT IN THE TOP 12 INCHES OF SUBGRADE. THE CBR PERCENTAGE WILL BEASCERTAINED BY THE CONTRACTOR.8.IF SOFT SPOTS ARE IDENTIFIED IN THE SUBGRADE SOIL, THE SUBGRADE SHALL BE SCARIFIED ANDPROOF-ROLLED TO THE DEPTHS REQUIRED BY THE OWNER'S CONSTRUCTION INSPECTOR TOCOMPACT AREAS TO THE DENSITY REQUIREMENTS OF THIS DOCUMENT. IF THE SOFT AREAS CANNOTBE ADEQUATELY COMPACTED, THE SOFT SOIL SHALL BE REMOVED AND REPLACED PER THE DESIGNPLANS WITH SUITABLE SOIL MATERIAL AND COMPACTED TO THE DENSITY REQUIREMENTS INACCORDANCE WITH THIS DOCUMENT.9.THE QUALITY OF THE SOIL TO BE USED AS FILL MATERIAL SHALL BE AS SPECIFIED IN THIS DOCUMENT.ALL BACKFILL SHALL BE SPREAD IN LOOSE LIFTS NOT EXCEEDING 8” INCHES IN THICKNESS WHENSELF-PROPELLED EQUIPMENT IS USED AND NOT EXCEEDING 6" WHEN HAND GUIDED EQUIPMENT ISUSED. ALL ROOTS, WOOD, AND VEGETATION SHALL BE REMOVED FROM THE LAYER OF FILL PRIOR TOCOMPACTION. ALL FILL AND EXPOSED SOIL IN CUT AREAS SHALL BE COMPACTED AS SPECIFIED INTHIS DOCUMENT. SOIL COMPACTION TESTS WILL BE REQUESTED BY THE OWNER AT APPROPRIATEINTERVALS DURING GRADING OPERATIONS.10.ALL HAUL-IN MATERIAL SHALL BE FREE OF ROCKS 3" IN DIAMETER AND LARGER. THE OWNER'SCONSTRUCTION INSPECTOR SHALL APPROVE ALL HAUL-IN MATERIAL TO ENSURE THE QUALITY ANDTHE ABSENCE OF ENVIRONMENTAL HAZARDS.11.THE FILL AREA SHALL BE CONSTRUCTED TO THE LINES AND GRADES SHOWN ON THE DESIGNDRAWINGS WITH MATERIAL SPECIFIED IN THIS DOCUMENT. THE CONTRACTOR SHALL LAY OUT ALLLINES AND GRADES FOR THE BACKFILL AREAS. ANY PROPOSED CHANGES TO THE SLOPES ANDGRADES SHALL REQUIRE THE APPROVAL OF THE OWNER'S CONSTRUCTION INSPECTOR IN ADVANCE.THE CONTRACTOR SHALL BE REQUIRED TO REMOVE, AT HIS OWN EXPENSE, ANY COMPACTEDMATERIAL PLACED OUTSIDE OF THE APPROVED LINES OR GRADES.12.SPOIL MATERIAL SHALL BE TOPSOIL AND OTHER SOIL MATERIALS CONTAINING GREATER THAN 5PERCENT ORGANIC MATERIAL, SOIL WHICH IS TOO WET, SOIL WHICH DOES NOT MEET THE PLASTICITYAND/OR GRADATION LIMITS FOR SELECT MATERIAL AS SPECIFIED IN THIS DOCUMENT, OR OTHER SOILMATERIAL DESIGNATED BY THE OWNER'S CONSTRUCTION INSPECTOR TO BE UNSUITABLE FORSELECT MATERIAL.13.SELECT SOIL MATERIAL SHALL BE THAT MATERIAL CLASSIFIED AS SM, SP, SC, SW AND CL, OR SW ANDSC IN ACCORDANCE WITH ASTM D2487, AND SHALL HAVE A MAXIMUM LIQUID LIMIT OF 30, A MAXIMUMPLASTICITY INDEX OF 8, AND A MAXIMUM OF 35 PERCENT PASSING THE #200 SIEVE.14.THE TOP SURFACE OF EACH LIFT OF BACKFILL SHALL BE PROTECTED FROM PUMPING, PONDING, ANDGULLYING.15.COMPACTION TESTING WILL BE PROVIDED AT THE EXPENSE OF THE CONTRACTOR. COMPACTIONREQUIREMENTS OF SOIL BACKFILL SHALL BE AS INDICATED IN THE FOLLOWING TABLE: LOCATION OF FILL MINIMUM REQUIRED COMPACTION LEVEL STANDARD PROCTORA.GENERAL YARD AREA 98%(ASTM D698)B.UPPER 18 INCHES OF SOIL TO BE USED AS 98%(ASTM D698) ROAD SUBGRADE MATERIAL AND EXTENDING A MINIMUM OF 5 FEET BEYOND THE EDGE OF DEFINED ROADWAYS (IMMEDIATELY UNDER BASE MATERIAL)15.CRUSHED STONE IN DRIVE AREAS SHALL BE COMPACTED WITH A STATIC STEEL DRUM ROLLER(APPROXIMATELY 8 TONS). IF A VIBRATORY COMPACTOR IS USED, NO MORE THAN FOUR (4) PASSESSHALL BE ALLOWED.16.APPROVAL SHALL BE RECEIVED FROM THE CLIENT REPRESENTATIVE FOR EACH FILL TYPE TO BE USEDPRIOR TO PROCEEDING WITH BACKFILL OPERATIONS WITH THE MATERIAL IN QUESTION.17.BACKFILL TO BE IMPORTED SHALL BE TESTED IN ACCORDANCE WITH THIS DOCUMENT AND APPROVEDBY THE PROJECT MANAGER PRIOR TO DELIVERY OF MATERIAL TO THE SITE. THE OWNER'SCONSTRUCTION INSPECTOR ACCEPTS NO LIABILITY FOR ANY OUT OF SPECIFICATION MATERIALACCEPTED AND STOCKPILED BY THE CONTRACTOR18.INSPECTION AND TESTING OF MATERIAL SHALL BE PERFORMED AS REQUIRED BY THIS DOCUMENT ATTHE EXPENSE OF THE CONTRACTOR.19.TESTS AND ANALYSIS OF MATERIAL SHALL BE PERFORMED IN ACCORDANCE WITH THE APPLICABLESTANDARDS REFERENCED IN THIS DOCUMENT FOR THE SPECIFIC TEST. FIELD INSPECTION SHALL BEPERFORMED AS REQUIRED BY THIS DOCUMENT.20.THE BACKFILL AND EXPOSED SOIL IN CUT AREAS SHALL BE COMPACTED AS SPECIFIED ON THISDOCUMENT. FIELD DENSITY TESTS SHALL BE PERFORMED BY THE CONTRACTOR TO VERIFYCOMPACTION REQUIREMENTS HAVE BEEN ACHIEVED. IN-PLACE FIELD DENSITY TESTING OF THECOMPACTED BACKFILL SHALL BE CONDUCTED ACCORDING TO THE PROCEDURES OF THE SAND CONEMETHOD (ASTM 1556), NUCLEAR METHOD (ASTM D3017), OR ACCORDING TO THE PROVISIONS OF THISDOCUMENT. TEST RESULTS REPORTED SHALL INCLUDE BOTH THE MOISTURE CONTENT AND DRYDENSITY, ALONG WITH OTHER PERTINENT DATA SUCH AS LOCATION, ELEVATION, PROCTOR CURVEUSED FOR COMPARISON, ETC. THE TESTING FREQUENCY SHALL BE ONE TEST FOR EACH 5,000SQUARE FEET OF LIFT AREA OR PORTION THEREOF FOR EACH LIFT. IN ISOLATED AREAS OF LESSTHAN 5,000 SQUARE FEET, TEST AT LEAST EVERY THIRD LIFT. WHEN BACKFILL OPERATIONS ARECONCENTRATED IN SMALL AREAS USING LIGHT MANUALLY-GUIDED EQUIPMENT AND RELATIVELY THINLIFTS, THE FREQUENCY OF DENSITY TESTING MAY BE REVISED AS DIRECTED BY THE OWNER'SCONSTRUCTION INSPECTOR. TEST LOCATION SHALL BE THE WEAKEST APPEARING AREA OF THE TOPLIFT DETERMINED BY TRACKING ACTION OF THE EQUIPMENT.21.SUITABILITY OF SOIL MATERIAL FOR USE AS BACKFILL SHALL BE DETERMINED FOR EACH FILL TYPE BYTHE RESULTS OF THE FOLLOWING TESTS:A.LIQUID LIMIT IN ACCORDANCE WITH ASTM D4318.B.PARTICLE SIZE ANALYSIS IN ACCORDANCE WITH ASTM D422.C.MOISTURE-DENSITY RELATIONS (STANDARD PROCTOR) IN ACCORDANCE WITH ASTM D698.D.MOISTURE CONTENT IN ACCORDANCE WITH ASTM D2216.E.SAMPLING OF SOIL SHALL BE IN ACCORDANCE WITH ASTM D2216.F.SOIL SHALL BE CLASSIFIED IN ACCORDANCE WITH ASTM D2487.22.FREQUENCY OF TESTS: TESTS OF MATERIALS TO BE USED IN THE OPERATIONS COVERED IN THISDOCUMENT SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS GIVEN IN THIS DOCUMENT.FREQUENCIES OF IN-PLACE DENSITY TESTS SHALL BE AS STATED IN THIS DOCUMENT.23.IF QUESTIONABLE COMPACTION RESULTS ARE OBTAINED, THE CLIENT REPRESENTATIVE MAYREQUIRE THE CONTRACTOR TO PERFORM PROCTOR CHECKS (ON DRY SIDE OF OPTIMUM) TO VERIFYTHAT THE PROPER PROCTOR CURVE IS BEING REFERENCED. IF NOT, A NEW PROCTOR CURVEDETERMINED BY A FIVE-POINT TEST SHALL BE REQUIRED. IF THE COMPACTION REQUIREMENTS FOR ALIFT HAVE NOT BEEN ACHIEVED, THE LIFT SHALL BE REWORKED OR REPLACED AT THECONTRACTOR'S EXPENSE.24.TESTING OF IN-PLACE DENSITY AND MOISTURE CONTENT BY NUCLEAR METHODS IN ACCORDANCEWITH ASTM D2922 AND ASTM D3017, RESPECTIVELY, WILL BE ALLOWED PROVIDED:A.ACCEPTABLE CORRELATION WITH SAND CONE DENSITY AND LABORATORY DETERMINED MOISTURECONTENT TEST RESULTS CAN BE OBTAINED ACCORDING TO THE GUIDELINES OF “CALIBRATION”SECTIONS OF ASTM D2922 AND ASTM D3017.B.THE INITIAL CORRELATION RESULTS ARE REVIEWED AND USE OF THE NUCLEAR DEVICE IS APPROVEDBY THE OWNER'S CONSTRUCTION INSPECTOR.C.THE CONTRACTOR INSURES THAT THE REPRESENTATIVE FROM THE TESTING AGENCY OPERATINGTHE NUCLEAR DENSITY TESTING HAS THE NECESSARY STATE AND/OR FEDERAL LICENSES TOOPERATE THE DEVICE AND CARRY A NUCLEAR ENERGY SOURCE.(0%$1.0(17),//127(6˛1.EMBANKMENT FILL SHALL CONSIT OF AN INORGANIC, NON-PLASTIC, GRANULAR SOIL CONTAININGLESS THAN 10% MATERIAL PASSING THE NO. 200 MESH SIEVE WITH UNIFIED SOIL CLASSIFICATION OFSP, SP-SC, OR SP-SM. EMBANKMENT FILL SHALL BE PLACED IN LIFTS NOT EXCEEDING 8 INCHES WHENUSING A STATIC DRUM ROLLER WITH A MINIMUM OPERATING WEIGHT OF 5 TONS WITH A DRUMDIAMETER OF 3 TO 4 FEET. WHERE LIGHTWEIGHT VIBRATORY COMPACTION METHODS ARE UTIILIZEDMAXIMUM LOOSE LIFT THICKNESS SHALL BE 6 INCHES. COMPACTION TO MEET A MAXIMUM DRYDENSITY OF 98% STANDARD PROCTOR DRY DENSITY.2.ANY GRADING TO CORRECT SLOPES SHALL BE COMPACTED PER THIS DOCUMENT.GENERAL EXCAVATION REQUIRED FOR CONSTRUCTION1.THIS ITEM SHALL CONSIST OF FURNISHING ALL LABOR, MATERIALS, MACHINERY, TOOLS, AND SUPERVISIONFOR EXCAVATION AND GRADING REQUIRED TO PREPARE THE ROADWAY, AND GRADING REQUIRED TOCOMPLETE THE FINAL GRADING OF AREAS ADJACENT TO THE ROADWAY AS SHOWN ON THE PLANS INACCORDANCE WITH THE PROVISIONS OF SECTION 225 OF THE NC DOT STANDARD SPECIFICATIONS INSOFAR ASTHEY ARE NOT AMENDED BY THE PLANS AND THESE SPECIAL PROVISIONS, AND IN ACCORDANCE WITH THEFOLLOWING SPECIAL PROVISIONS.SUBGRADE COMPACTION VERIFICATION1.THE CONTRACTOR SHALL EMPLOY AN INDEPENDENT CONSTRUCTION MATERIAL ENGINEERING TESTING FIRMTO MONITOR THE PROOFROLLING OF THE SITE AFTER THE STRIPPINGS HAVE BEEN REMOVED TO INSPECT ANDTEST THE COMPACTED FILL AREAS IN THE ACCESS ROAD AREAS AS INDICATED ON THE BID DOCUMENTSAND/OR AS SPECIFIED BY THE OWNER'S DESIGNATED REPRESENTATIVE. COPIES OF THE TEST RESULTS SHALL BEFURNISHED TO THE OWNER'S DESIGNATED REPRESENTATIVE AND OTHERS AS INDICATED BY OWNER'SDESIGNATED REPRESENTATIVE. THE OWNER'S DESIGNATED REPRESENTATIVE MUST APPROVE THEINDEPENDENT CONSTRUCTION MATERIAL ENGINEERING TESTING FIRM. INCLUDED WITH THIS BID PROPOSAL,THE CONTRACTOR SHALL FURNISH THE NAME, ADDRESS AND A PHONE NUMBER OF THE INDEPENDENTCONSTRUCTION MATERIAL ENGINEERING TESTING FIRM FOR APPROVAL.WETLANDSCONTRACTOR HAUL ROUTE8+009+00JACK AND BOREBORE PITRECEIVING PITPROPOSED PIPELINEPROPOSED PERMANENT EASEMENTPROPOSED TEMPORARY WORKSPACE$%%5(9,$7,216˛ASTMAMERICAN SOCIETY FOR TESTING AND MATERIALSBOCBACK OF CURBCBCATCH BASINCBRCALIFORNIA BEARING RATIOC/LCENTERLINECOMBCOMBINATION BEND (VERT. & HOR. DIRECTIONAL CHANGE)CONCCONCRETECICURB INLETCMPCORRUGATED METAIL PIPEDBDEED BOOKDIDROP INLETDRDRIVEELECELECTRICALEOPEDGE OF PAVMENTEXEXISTINGFTFEETFTGFITTINGJABJACK AND BOREGISGEOGRAPHIC INFORMATION SYSTEMLLLAND LOTMAXMAXIMUMMINMINIMUMMISCMISCELLANEOUSNTSNOT TO SCALEPGPAGEPVCPOLYVINYL PLASTIC PIPENCDEQNORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITYNCDOTNORTH CAROLINA DEPARTMENT OF TRANSPORTATIONN/FNOW OR FORMERLYNPDESNATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEMNTSNOT TO SCALEOSHAOCCUPATIONAL SAFETY AND HEALTH ADMINISTRATIONPCPOINT OF CURVATUREP/LPROPERTY LINEPTPOINT OF TANGENCYRCPREINFORCED CONCRETE PIPER/WRIGHT OF WAYSAGSAG (PIPE DIRECTION UP)SBLSIDE BEND LEFTSBRSIDE BEND RIGHTSSMHSANITARY SEWER MANHOLESTMHSTORM MANHOLEOHOHOHSSSSSSGGGWWWOVERHEAD WIREFENCESANITARY SEWER LINEGAS LINEWATER LINESTORM LINETRAFFIC CONTROL LINECATVCATVCABLE TV LINEEEEPOWER LINEFOFOFOFIBER OPTIC LINEUNKNOWN UTILITY LINESSFMSSFMSANITARY FORCE MAIN LINE TTTTELEPHONE LINETREELINEGUARDRAILROAD ASPHALTROAD CONCRETEROAD CURBROAD DIRTROAD GRAVELDRIVEWAY ASPHALTDRIVEWAY GRAVELDRIVEWAY CONCRETEPAVEMENT ASPHALTBUILDING OUTLINEBUILDING OVERHEADPROPERTY LINE SURVEYEDDITCH BOTTOMDITCH/STREAM CENTERLINEDITCH TOPTOE OF SLOPETOP OF BANKPROPERTY RIGHT OF WAY LINEWALLRETAINING WALLSIDEWALKEASEMENT PNG LINEEASEMENT ACCESS LINEEASEMENT SANITARY SEWER LINEEASEMENT UTILITY LINEROAD CENTERLINEHDDENTRYPIPE STRING AREACNS03/05/2021 CAMPROPOSED WORK BY DEVELOPER,668(')25&216758&7,21REF. DWG(S)PNG-G-473-000100003/05/2021
X XXX X XXXXXGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL PL PL PL PL PL PLPLPL PL PL PL PL PL PL PL PL PLPL PL PL PL PL PL PL PL PL PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL
PLPLPLPLPLPLPL PLPLPLPLPL PLPLPLPLPLPLPLPLPLPL PLPLPL PLPLPLPLPLPLPLPLPLPL PLPLPLPLPLPLPLPLPLP
LPL
P
LPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL
PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL PLPLPLPLPLPLPLPLPLPLPLPLPLPL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WPLPLPLPL PLPLPLPLPLPL PL PLPLPLPLPLPLPL PLPLPLPLPLPL PL PLPLPLPLPL PLPLPLPLPLPLPL PL PLPLPLPLPLPL PLPLPLPLPLPLPL PL PLPLPLPLPLPL PLPLPLPLPLPLPL PL PLPLPLPLPL PL PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL
PL PL PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WPL
PLPLP
LP
LPL
PL
PL
PL
PL
PL
PL
PL
PL
PL
P
L
PL
PLPLP
LP
LP
LPL
PL
PL
PL
PL
PL
PL
PLPL PLPLPLPLPL PLPLPLPLPLPLPLPLPLPL PLPLPL PL PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL PLPLPL PLPL
PLPLPLPLPLPLPLPLPLPLPLLOD
LOD
LOD LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LODLODLODLODLODLODLODLODLODLODLODLODLOD LODLOD
LOD
LOD
LOD
LOD
LOD
Z:\Clients\TND\DukeEnrgyCar\118874_ClaytonCtyGate\Design\Pipeline\CADD\Working\0228708_0228711\0228711_Ln473\Civil\PNG-C-473-0001001.dwg 2/23/2021 10:19 AMPROFESSIONAL ENG/ARCH STAMPDISCIPLINE / RESOURCE CENTER / LINE NUMBERDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEDRAWING BYSHEET(S)DWG SCALEDWG DATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERACCOUNT NUMBERPROJECT NUMBERDRAWING NUMBERAPPROVALSREVISIONAREA CODESUPERSEDEDCHECKER INITIALSSTATION IDCOPYRIGHT 2018PNG__-C-473-000100104 OF 35NONE LINE 473SITE ACCESS ROUTE PLANCLAYTON, NCMJD CNS CAM1853 0228711MJD01/15/20210 03-05-2021ISSUED FOR CONSTRUCTION GOLDSBORO RESOURCE CENTER, DUDLEY, NORTH CAROLINAN/AN/AN/AN/A PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLYBURNS & McDONNELL CONSULTANTS, INC.STATE LICENSE # C-1435JACK AND BORE HWY 42STATE H
IGHWAY
42HDD ENTRYHDD EXITTIE IN PLAN AT PNG LINE 94SEE PNG-M-473-0001000166800-64-8874166811-76-0449166808-78-6185166820-99-0910STATE HIGHWAY 42NC RAILROAD COMPANYUS HIGHWAY 70 BUSINESSLINE 473 LAUNCHER AND MLVSTATION ID: 84-T-91-GLD-6593SEE PROJECT 0228708FLOWERS PLANTATIONREGULATOR STATIONSTATION ID: 84-T-91-GLD-6606SEE PROJECT 0228708GRAVELCONSTRUCTIONENTRANCENEUSE RIVER BUFFERNEUSE RIVER BUFFERCONTRACTOR HAUL ROUTECONTRACTOR HAUL ROUTECONTRACTOR HAUL ROUTEJIMMY R. COX AND WIFEJUDY G. COXDEED BOOK: 02032, PG 0597BUCKHORN BRANCHPARK DEVELOPERS, LLCDEED BOOK 5790, PG 532NORTH CAROLINARAILROAD COMPANYDEED BOOK 01475, PG 0564BAYER CROPSCIENCE LPDEED BOOK 03511, PG 0654CNS03/05/2021 CAMACCESS AND STAGING1.ACCESS AND HAUL ROUTES FOR ALL CONTRACTOR PERSONNEL, VEHICLES,EQUIPMENT, AND DELIVERIES ARE ILLUSTRATED ON THIS DRAWING AND ARESUBJECT TO THE APPROVAL OF THE CLIENT REPRESENTATIVE. IT SHALL BE THECONTRACTOR'S RESPONSIBILITY TO COORDINATE OFF-SITE HAUL ROUTES WITHTHE APPROPRIATE OWNER WHO HAS JURISDICTION OVER THE AFFECTED ROUTE.ACCESS ROUTES AND HAUL ROUTES ARE SUBJECT TO CHANGE AT THEDIRECTION OF THE CLIENT REPRESENTATIVE AND MAY CHANGE BASED ONOPERATIONAL REQUIREMENTS OF THE SITE.2.CONTRACTOR SHALL COORDINATE ACTIVITIES AND MAINTAIN ALL ACCESS ANDHAUL ROUTES IN A MANNER THAT ALLOWS UNOBSTRUCTED EMERGENCY ACCESSTO ALL PROJECT AREAS AND EXISTING ROADWAYS AT ALL TIMES WITHOUT DELAYTO EMERGENCY AND SECURITY VEHICLE RESPONSE TIME.3.IF ANY EMERGENCY ROUTES REQUIRE CLOSURE DUE TO CONSTRUCTIONACTIVITIES, CONTRACTOR SHALL NOTIFY THE CLIENT REPRESENTATIVE, POLICE,LOCAL FIRE AUTHORITY, AND ALL OTHER EMERGENCY SERVICES OF THECLOSURE.4.CONTRACTOR SHALL MAINTAIN ACCESS AND HAUL ROUTES TO BE FREE FROMDEBRIS CAUSED FROM CONSTRUCTION ACTIVITIES ON A DAILY BASIS.5.CONTRACTOR SHALL RESTRICT ALL OPERATIONS TO AREAS WITHIN THECONSTRUCTION LIMITS UNLESS COORDINATED OTHERWISE WITH THE CLIENTREPRESENTATIVE.6.WHEN NOT ENGAGED IN CONSTRUCTION ACTIVITIES, CONTRACTOR'S EQUIPMENTAND VEHICLES SHALL BE PARKED IN THE STAGING AREA.7.ACCESS POINTS, HAUL ROUTES, STAGING AREA, AND ANY OTHER AREASDISTURBED BY THE CONTRACTOR SHALL BE RESTORED TO THEIR ORIGINALCONDITION OR BETTER TO THE SATISFACTION OF THE CLIENT REPRESENTATIVE.TRAFFIC CONTROL1.PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CORDON OFF THECONSTRUCTION WORK AREA AND ASSOCIATED ROADWAYS BY USINGBARRICADES APPROVED BY THE CLIENT REPRESENTATIVE.2.ALL CONSTRUCTION EQUIPMENT AND VEHICLES SHALL BE MARKED WITHCOMPANY DESIGNS, INSIGNIAS, OR OTHER MARKINGS, WHICH ARE CLEARLYVISIBLE.3.CONSTRUCTION EQUIPMENT SHALL HAVE AUTOMATIC SIGNALING DEVICES TOSOUND AN ALARM WHEN MOVING IN REVERSE.4.NO PEDESTRIAN TRAFFIC SHALL BE ALLOWED INSIDE THE CONSTRUCTION LIMITS.5.ANY DAMAGE TO ROADS AND PAVEMENTS-TO-REMAIN DUE TO CONSTRUCTIONEQUIPMENT OR TRAFFIC SHALL BE REPAIRED TO RESTORE THE ROADS ANDPAVEMENTS TO THEIR ORIGINAL CONDITION TO THE SATISFACTION OF THECLIENT REPRESENTATIVE.LIMITS OF DISTURBED AREACONTRACTOR LAYDOWNAREA & HAUL ROAD: 5.38 ACPROPOSED PERMANENTSITE ACCESS ROADGRAVEL CONSTRUCTION ENTRANCEPROPOSED PERMANENT SITE ACCESS DRIVELAYDOWN YARD APPROX. 2 MILESLAYDOWN YARDSEE PNG-C-473-0001024CONTRACTOR HAUL ROUTEUS HIGHWAY 70 BUSINESSS TECH PARK LNPONY FARM
RDPOINT OF CONTACT (CONSTRUCTION):CHARLIE GILMAN 252-339-1971GRAVEL CONSTRUCTION ENTRANCEGRAVELCONSTRUCTIONENTRANCEGRIFOLS THERAPEUTICS INC.DEED BOOK: 05086, PG 0823166800-82-0725LIMITS OF DISTURBED AREAPIPELINE PROJECT: 4.58 ACLIMITS OF DISTURBED AREAPIPELINE PROJECT: 14.21 ACISSUED FORCONSTRUCTIONREF. DWG(S)PNG-G-473-000100003/05/2021
285290295300305310315320325285290295300305310315320325999+501000+001001+001002+001003+001003+50OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEGGGGGGPLPLPLPLX XXX
S
S999+501000+001001+001001+180+001+00 PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLYPROFESSIONAL ENG/ARCH STAMPCNSDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERAPPROVALSZ:\Clients\TND\DukeEnrgyCar\118874_ClaytonCtyGate\Design\Pipeline\CADD\Working\0228708_0228711\0228711_Ln473\Civil\PNG-C-473-0001005 - PNG-C-473-0001014.dwg 2/23/2021 5:27 PMMATERIALCLASS / MAOPCONST. METHODEASEMENTSREF. DWG. NO.TAX ID:OWNER:DEED BOOK / PAGE:PIPE DATA(SLOPE STATIONING)PLAN STATIONING RIGHT-OF-WAY
STATIONING RIGHT-OF-WAY
PROFILE
PIPE DATAPROFILE PLAN ACREAGECAMN/AN/AN/AN/ADISCIPLINE / RESOURCE CENTER / LINE NUMBERDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEDRAWING BYSHEET(S)DWG SCALEDWG DATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERACCOUNT NUMBERPROJECT NUMBERDRAWING NUMBERAPPROVALSREVISIONAREA CODESUPERSEDEDCHECKER INITIALSSTATION IDCOPYRIGHT 2018PNG__-C-473-000100505 OF 35H: 1"=50', V: 1"=10' LINE 473ALIGNMENT PLAN & PROFILE - 8" PIPELINECLAYTON, NCMJD CNS CAM1853 0228711MJD01/15/20200 03-05-2021 ISSUED FOR CONSTRUCTIONGOLDSBORO RESOURCE CENTER, DUDLEY, NORTH CAROLINACLASS 3 / 1000 PSIGEXISTING GRADE05H04032F (TRACT 2)JIMMY R. COX AND WIFE JUDY G. COXDB 2032 / PAGE 59715'35'LINE 473 LAUNCHERAND MLV REFER TOPROJECT 0228708LINE 473 LAUNCHER AND MLVREFER TO PROJECT 022870805H04032F (TRACT 2) 168'1OPEN CUTPROPOSED PIPELINE5' MIN.EXISTING PNG LINE 9415' ADDITIONALTEMPORARY WORKSPACE(TOPSOIL STORAGE)TIE-IN PNG LINE 94SEE DRAWING PNG-M-473-0001000 FORLINE 94 INTERCONNECT TIE-IN DETAILBURNS & McDONNELL CONSULTANTS, INC.STATE LICENSE # C-143515'PERMANENTEASEMENT2
0
'15'TIE-IN PNG LINE 9450' GAS EASEMENT110' POWER EASEMENTM
A
T
C
H

L
I
N
E

P
N
G
-
C
-
4
7
3
-
0
0
0
1
0
0
6
3
5
'03/05/2021ISSUED FORCONSTRUCTIONREF. DWG(S)PNG-G-473-0001000PNG-C-473-000102003/05/2021
290295300305310315320325330OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEPL PL PL PL PLR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WWWWWWWWWWWWWWWWWWWWWWWWWWSSSSSS0+001+002+003+004+005+006+007+008+009+00STA: 1+62 90° FITTING (H)0+001+002+003+004+005+006+007+008+009+00290295300305310315320325330 PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLYPROFESSIONAL ENG/ARCH STAMPDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERAPPROVALSZ:\Clients\TND\DukeEnrgyCar\118874_ClaytonCtyGate\Design\Pipeline\CADD\Working\0228708_0228711\0228711_Ln473\Civil\PNG-C-473-0001005 - PNG-C-473-0001014.dwg 2/23/2021 5:30 PMMATERIALCLASS / MAOPCONST. METHODEASEMENTSREF. DWG. NO.TAX ID:OWNER:DEED BOOK / PAGE:PIPE DATA(SLOPE STATIONING)PLAN STATIONING RIGHT-OF-WAY
STATIONING RIGHT-OF-WAY
PROFILE
PIPE DATAPROFILE PLAN ACREAGEN/AN/AN/AN/ADISCIPLINE / RESOURCE CENTER / LINE NUMBERDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEDRAWING BYSHEET(S)DWG SCALEDWG DATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERACCOUNT NUMBERPROJECT NUMBERDRAWING NUMBERAPPROVALSREVISIONAREA CODESUPERSEDEDCHECKER INITIALSSTATION IDCOPYRIGHT 2018PNG__-C-473-000100606 OF 35H: 1"=50', V: 1"=10' LINE 473ALIGNMENT PLAN & PROFILE - 8" PIPELINECLAYTON, NCMJD CNS CAM1853 0228711MJD01/15/20200 03-05-2021 ISSUED FOR CONSTRUCTIONGOLDSBORO RESOURCE CENTER, DUDLEY, NORTH CAROLINAMATCH LINE 9+5030' PERMANENT EASEMENT25' TEMPORARY WORKSPACE25'WILDWOOD DRIVE05H04032F (TRACT 2)JIMMY R. COX AND WIFE JUDY G. COXDB 2032 / PAGE 59705H04032F (TRACT 2)05H03009BUCKHORN BRANCH PARK DEVELOPERS, LLCDB 5790 / PG 53205H03009EXISTING GRADEPROPOSED PIPELINE5' MIN. 950'1OPEN CUT11125'PROPOSED8" PIPELINECLASS 3 / 1000 PSIG5'15' ADDITIONALTEMPORARY WORKSPACE(TOPSOIL STORAGE)15'PROPOSEDPERMANENT SITEACCESS ROAD20'BURNS & McDONNELL CONSULTANTS, INC.STATE LICENSE # C-1435PERMANENTEASEMENTMATCH LINE PNG-C-473-000100520'CNS03/05/2021 CAM30'25'30'PROPOSED GRADE BY OTHERSNOTES:1. LINEWORK FOR PROPOSED DEVELOPMENT AND ROAD EXPANSIONIMPORTED FROM CAD FILE "2020.06.05-180079.00-BASE.DWG".2. ANY LANDSCAPING IN THE PNG PERMANENT EASEMENT SHALL BESUBJECT TO PNG REVIEW AND APPROVAL.3. ALIGNMENT APPROACHES ELECTRIC GUYWIRE. CONTRACTORMAY TEMPORARILY REMOVE AND REPLACE THE GUYWIRE TOSATISFACTION OF POWER COMPANY AND PNG TO FACILITATECONSTRUCTION. ANY ALTERATIONS TO POWER POLE, GUYWIRE,OR PIPELINE ALIGNMENT SHALL BE APPROVED IN ADVANCE INWRITING.NOTE 3NOTE 39'
9'TSTEST STATION # - 1 INSTALL (3) BLACK STRANDED #12THHN WIRES ONTO LINE 473 JUST OUTSIDE OF FENCEAND BRING WIRES UP INTO BIG FINK ABOVE GRADE TESTSTATION. INSTALL BORIN AC-20 STELTH7 REFERENCEELECTRODE AT PIPE LEVEL ACCORDING TOMANUFACTURER'S SPECIFICATIONS AND BRING WIRE UPINTO SAME FINK TEST STATION. PLACE TEST STATIONNEAR EDGE OF STATION FENCE.ISSUED FORCONSTRUCTIONREF. DWG(S)PNG-G-473-0001000PNG-C-473-000102003/05/2021
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHER/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WWWWWWWWWWWWWWWWWWWWWWSSSSSS10+0011+0012+0013+0014+0015+0016+0017+0018+0019+0029530030531031532032533033510+0011+0012+0013+0014+0015+0016+0017+0018+0019+00295300305310315320325330335 PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLYPROFESSIONAL ENG/ARCH STAMPDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERAPPROVALSZ:\Clients\TND\DukeEnrgyCar\118874_ClaytonCtyGate\Design\Pipeline\CADD\Working\0228708_0228711\0228711_Ln473\Civil\PNG-C-473-0001005 - PNG-C-473-0001014.dwg 2/23/2021 5:31 PMMATERIALCLASS / MAOPCONST. METHODEASEMENTSREF. DWG. NO.TAX ID:OWNER:DEED BOOK / PAGE:PIPE DATA(SLOPE STATIONING)PLAN STATIONING RIGHT-OF-WAY
STATIONING RIGHT-OF-WAY
PROFILE
PIPE DATAPROFILE PLAN ACREAGEN/AN/AN/AN/ADISCIPLINE / RESOURCE CENTER / LINE NUMBERDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEDRAWING BYSHEET(S)DWG SCALEDWG DATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERACCOUNT NUMBERPROJECT NUMBERDRAWING NUMBERAPPROVALSREVISIONAREA CODESUPERSEDEDCHECKER INITIALSSTATION IDCOPYRIGHT 2018PNG__-C-473-000100707 OF 35H: 1"=50', V: 1"=10' LINE 473ALIGNMENT PLAN & PROFILE - 8" PIPELINECLAYTON, NCMJD CNS CAM1853 0228711MJD01/15/20200 03-05-2021 ISSUED FOR CONSTRUCTIONGOLDSBORO RESOURCE CENTER, DUDLEY, NORTH CAROLINACLASS 3 / 1000 PSIGEXISTING GRADEMATCH LINE 19+50MATCH LINE 9+5030' PERMANENTEASEMENT30'25' TEMPORARY WORKSPACE25'05H03009WILDWOOD DRIVE05H03009BUCKHORN BRANCH PARK DEVELOPERS, LLCDB 5790 / PG 532PROPOSED PIPELINE5' MIN.PROPOSED 8" PIPELINE 1000'1OPEN CUT15'15' ADDITIONALTEMPORARY WORKSPACE(TOPSOIL STORAGE)BURNS & McDONNELL CONSULTANTS, INC.STATE LICENSE # C-1435CNS03/05/2021 CAMHDD PULL STRINGAND WORKSPACESEE PNG-C-473-0001015PROPOSED GRADE BY OTHERSNOTES:1. LINEWORK FOR PROPOSED DEVELOPMENT AND ROAD EXPANSIONIMPORTED FROM CAD FILE "2020.06.05-180079.00-BASE.DWG".2. ANY LANDSCAPING IN THE PNG PERMANENT EASEMENT SHALL BESUBJECT TO PNG REVIEW AND APPROVAL.10'
9'ISSUED FORCONSTRUCTIONREF. DWG(S)PNG-G-473-0001000PNG-C-473-000102103/05/2021
HDD EXIT POINT AT 10°SEE PNG-C-473-0001015HDD ENTRY POINT AT 14°SEE PNG-C-473-0001015STA: 22+84SANITARYSEWER FMSTA: 22+96SANITARY SEWERSTA: 23+02WATER LINESTA: 23+08FIBER OPTICSTA: 23+6518" RCPSTA: 24+16SANITARYSEWER FMSTA: 24+20WATER LINESTA: 26+49WATER LINESTA: 24+09TELEPHONESTA: 24+23FIBER OPTICOHE
OHE
OHE OHEOHEOHEOHEOHEUS HWY-70 BUSINESS WNORTH CAROLINA RAILROADFOFOFOFOFOFOUS HWY-70 BUSINESS EW W W W W WWWWWW WWWWWWWWPLPLPLR/W R/W R/W R/W R/W
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WSSSSSSSSWILDWOOD
DRSSFMSSFMSSFMSSFMSSFMSSFMFOFOFOSSFMSSFMWWWWWWWWWWWWW
SXXXXSSSSSSSSSSPPSSSSSSSSSS B-3STA = 26+25OFF = 50' L B-4STA = 22+25OFF = 50' L19+00 20+0021+0022+0023+0024+0025+0026+0027+00 28+00 29+00280285290295300305310315320325STA: 20+14 36° (H), 10° OVERBEND (V)
STA: 26+74 90° (H), 14° OVERBEND (V)
STA: 27+00 14° FIELD OVERBEND
STA: 23+09 US HWY-70 BUSINESS W
STA: 23+41 US HWY-70 BUSINESS W
STA: 23+73 US HWY-70 BUSINESS E
STA: 24+05 US HWY-70 BUSINESS E
STA: 25+19 CENTERLINE RAIL
28028529029530030531031532032520+0021+0022+0023+0024+0025+0026+0027+0028+00 PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLYPROFESSIONAL ENG/ARCH STAMPDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERAPPROVALS\\bmcd\dfs\Clients\TND\DukeEnrgyCar\118874_ClaytonCtyGate\Design\Pipeline\CADD\Working\0228708_0228711\0228711_Ln473\Civil\PNG-C-473-0001005 - PNG-C-473-0001014.dwg 3/3/2021 11:12 AMMATERIALCLASS / MAOPCONST. METHODEASEMENTSREF. DWG. NO.TAX ID:OWNER:DEED BOOK / PAGE:PIPE DATA(SLOPE STATIONING)PLAN STATIONING RIGHT-OF-WAY
STATIONING RIGHT-OF-WAY
PROFILE
PIPE DATAPROFILE PLAN ACREAGEN/AN/AN/AN/ADISCIPLINE / RESOURCE CENTER / LINE NUMBERDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEDRAWING BYSHEET(S)DWG SCALEDWG DATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERACCOUNT NUMBERPROJECT NUMBERDRAWING NUMBERAPPROVALSREVISIONAREA CODESUPERSEDEDCHECKER INITIALSSTATION IDCOPYRIGHT 2018PNG__-C-473-000100808 OF 35H: 1"=50', V: 1"=10' LINE 473ALIGNMENT PLAN & PROFILE - 8" PIPELINECLAYTON, NCMJD CNS CAM1853 0228711MJD01/15/20200 03-05-2021ISSUED FOR CONSTRUCTIONGOLDSBORO RESOURCE CENTER, DUDLEY, NORTH CAROLINACLASS 3 / 1000 PSIGMATCH LINE 28+50MATCH LINE 19+5005H0300905H03009HDD PULL STRINGAND WORKSPACESEE PNG-C-473-0001015HDD WORKSPACEUS HWY 70 BUS WNORTH CAROLINA RAILROAD05H04002CGRIFOLS THERAPEUTICS INCDB 5080 / PAGE 65505H04002C100'150'75'EXISTING GRADE05H03009BUCKHORN BRANCH PARK DEVELOPERS, LLCDB 5790 / PG 532PROPOSEDPIPELINE5' MIN.RADIUS = 800'PROPOSED 8" PIPELINE 36'1OPEN CUTHDDENTRYHDD EXIT2HDDPROPOSED HDDSEE PNG-C-473-0001015176'1OPEN CUT101130'BURNS & McDONNELL CONSULTANTS, INC.STATE LICENSE # C-1435RADIUS = 800'687'PROPOSED HDDSEE PNG-C-473-000101525'CNS03/05/2021 CAM20'30'35'30' PERMANENT EASEMENT50' PERMANENT EASEMENT25' TEMPORARY WORKSPACEPROPOSED GRADE BY OTHERSNOTES:1. LINEWORK FOR PROPOSED DEVELOPMENT AND ROAD EXPANSIONIMPORTED FROM CAD FILE "2020.06.05-180079.00-BASE.DWG".2. ANY LANDSCAPING IN THE PNG PERMANENT EASEMENT SHALL BESUBJECT TO PNG REVIEW AND APPROVAL.GRAVEL CONSTRUCTIONENTRANCETSTEST STATION # 2 INSTALL (3) BLACK STRANDED #12 THHN WIRESONTO LINE 473 NEAR HDD TIE IN AT 20+14. INSTALL BORIN AC-20STELTH7 REFERENCE ELECTRODE AT PIPE LEVEL ACCORDING TOMANUFACTURER'S SPECIFICATIONS. TRENCH LEADS 36" DEEPFROM PIPELINE AND REFERENCE ELECTRODE BACK TO ROAD R/WNEAR 22+85 AND BRING WIRES UP INTO SAME FINK TEST STATION.PLACE TEST STATION IN A CATTLE GUARD.ISSUED FORCONSTRUCTIONREF. DWG(S)PNG-G-473-0001000PNG-C-473-0001015PNG-C-473-000102115'35'NO CLEARING SHALL TAKEPLACE IN RAILROAD CORRIDOR20' WATER EASEMENT03/05/2021
OHEOHEOHE OHE OHE OH
EWWWW
WWWWWWWWWWWWWR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W29+0030+0031+0032+0033+0034+0035+0036+0037+0029530030531031532032533033529530030531031532032533033529+0030+0031+0032+0033+0034+0035+0036+0037+00 PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLYPROFESSIONAL ENG/ARCH STAMPDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERAPPROVALSZ:\Clients\TND\DukeEnrgyCar\118874_ClaytonCtyGate\Design\Pipeline\CADD\Working\0228708_0228711\0228711_Ln473\Civil\PNG-C-473-0001005 - PNG-C-473-0001014.dwg 2/26/2021 9:21 AMMATERIALCLASS / MAOPCONST. METHODEASEMENTSREF. DWG. NO.TAX ID:OWNER:DEED BOOK / PAGE:PIPE DATA(SLOPE STATIONING)PLAN STATIONING RIGHT-OF-WAY
STATIONING RIGHT-OF-WAY
PROFILE
PIPE DATAPROFILE PLAN ACREAGEN/AN/AN/AN/ADISCIPLINE / RESOURCE CENTER / LINE NUMBERDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEDRAWING BYSHEET(S)DWG SCALEDWG DATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERACCOUNT NUMBERPROJECT NUMBERDRAWING NUMBERAPPROVALSREVISIONAREA CODESUPERSEDEDCHECKER INITIALSSTATION IDCOPYRIGHT 2018PNG__-C-473-000100909 OF 35H: 1"=50', V: 1"=10' LINE 473ALIGNMENT PLAN & PROFILE - 8" PIPELINECLAYTON, NCMJD CNS CAM1853 0228711MJD01/15/20200 03-05-2021 ISSUED FOR CONSTRUCTIONGOLDSBORO RESOURCE CENTER, DUDLEY, NORTH CAROLINACLASS 3 / 1000 PSIGMATCH LINE 37+50MATCH LINE 28+5005H04002CGRIFOLS THERAPEUTICS INCDB 5080 / PAGE 65505H04002C15'25'NORTH CAROLINA RAILROAD50' PERMANENT EASEMENT25' TEMPORARY WORKSPACE35'EXISTING GRADEPROPOSED PIPELINE5' MIN.PROPOSED 8" PIPELINE 900'1OPEN CUT20'BURNS & McDONNELL CONSULTANTS, INC.STATE LICENSE # C-1435CNS03/05/2021 CAMNOTE 1NOTES:1. ALIGNMENT DEVIATES TO MISS ELECTRIC GUYWIRE.CONTRACTOR MAY TEMPORARILY REMOVE AND REPLACETHE GUYWIRE TO SATISFACTION OF POWER COMPANYAND PNG TO FACILITATE CONSTRUCTION. ANYALTERATIONS TO POWER POLE, GUYWIRE, OR PIPELINEALIGNMENT SHALL BE APPROVED IN ADVANCE IN WRITING.14'ISSUED FORCONSTRUCTIONREF. DWG(S)PNG-G-473-0001000PNG-C-473-000102103/05/2021
WWWWWWWWWWWWWWR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WPLPLPLPLPLPLNC - 42E38+0039+0040+0041+0042+0043+0044+0045+0046+0047+0048+00295300305310315320325330335
295300305310315320325330335STA: 42+88 45° FITTING (H)
STA: 42+60 45° FITTING (H)
STA: 45+72 90° FITTING (H)
STA: 41+19 5° SAG FIELD BEND
STA: 45+82 3° FIELD OVERBEND PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLYPROFESSIONAL ENG/ARCH STAMPDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERAPPROVALSZ:\Clients\TND\DukeEnrgyCar\118874_ClaytonCtyGate\Design\Pipeline\CADD\Working\0228708_0228711\0228711_Ln473\Civil\PNG-C-473-0001005 - PNG-C-473-0001014.dwg 2/26/2021 2:05 PMMATERIALCLASS / MAOPCONST. METHODEASEMENTSREF. DWG. NO.TAX ID:OWNER:DEED BOOK / PAGE:PIPE DATA(SLOPE STATIONING)PLAN STATIONING RIGHT-OF-WAY
STATIONING RIGHT-OF-WAY
PROFILE
PIPE DATAPROFILE PLAN ACREAGEN/AN/AN/AN/ADISCIPLINE / RESOURCE CENTER / LINE NUMBERDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEDRAWING BYSHEET(S)DWG SCALEDWG DATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERACCOUNT NUMBERPROJECT NUMBERDRAWING NUMBERAPPROVALSREVISIONAREA CODESUPERSEDEDCHECKER INITIALSSTATION IDCOPYRIGHT 2018PNG__-C-473-0001010010 OF 35H: 1"=50', V: 1"=10' LINE 473ALIGNMENT PLAN & PROFILE - 8" PIPELINECLAYTON, NCMJD CNS CAM1853 0228711MJD01/15/20200 03-05-2021 ISSUED FOR CONSTRUCTIONGOLDSBORO RESOURCE CENTER, DUDLEY, NORTH CAROLINACLASS 3 / 1000 PSIGMATCH LINE 47+50MATCH LINE 37+5005H04002CGRIFOLS THERAPEUTICS INCDB 5080 / PAGE 66505H04002C35'25'50' PERMANENTEASEMENT25' TEMPORARYWORKSPACEPROPOSED SITEACCESS DRIVE05H03100CNORTH CAROLINA RAILROAD COMPANYDB 1475 / PAGE 56405H03100C15'75'75'
20'EXISTING GRADEPROPOSED PIPELINE5' MIN.PROPOSED 8" PIPELINE 1000'1OPEN CUT11ADDITIONALTEMPORARYWORKSPACEBURNS & McDONNELL CONSULTANTS, INC.STATE LICENSE # C-1435CNS03/05/2021 CAMNOTE 1NOTES1. PERMANENT MAINTAINED EASEMENTWIDTH THROUGH WETLANDS, STREAMS,AND RIPARIAN BUFFERS TO COMPLYWITH PNG PERMANENTLY MAINTAINEDACCESS CORRIDOR PROTOCOL.TSTEST STATION # 3 INSTALL (3) BLACK STRANDED #12THHN WIRES ONTO LINE 473 NEAR ANGLE POINT ANDBRING WIRES UP INTO BIG FINK ABOVE GRADE TESTSTATION. INSTALL BORIN AC-20 STELTH7 REFERENCEELECTRODE AT PIPE LEVEL ACCORDING TOMANUFACTURER'S SPECIFICATIONS AND BRING WIREUP INTO SAME FINK TEST STATION. PLACE TESTSTATION IN A CATTLE GUARD.ISSUED FORCONSTRUCTIONREF. DWG(S)PNG-G-473-0001000PNG-C-473-0001022101003/05/2021
OHEOHEOHEOHEOHE OHE OHEOHEOHEOHER/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WNC - 42ENC - 42E48+0049+0050+0051+0052+0053+0054+0055+0056+0057+0058+0059+0060+00305310315320325330335340345305310315320325330335340345STA: 56+21 4° FIELD BEND (H)
STA: 58+41 9° FIELD BEND (H)
STA: 51+51 4° SAG FIELD BEND
STA: 56+56 4° FIELD OVERBEND
STA: 57+36 4° SAG FIELD BEND
STA: 54+39 EX DIRT ROAD
STA: 54+51 EX DIRT ROAD48+0049+0050+0051+0052+0053+0054+0055+0056+0057+0058+0059+00 PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLYPROFESSIONAL ENG/ARCH STAMPDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERAPPROVALSZ:\Clients\TND\DukeEnrgyCar\118874_ClaytonCtyGate\Design\Pipeline\CADD\Working\0228708_0228711\0228711_Ln473\Civil\PNG-C-473-0001005 - PNG-C-473-0001014.dwg 2/26/2021 2:03 PMMATERIALCLASS / MAOPCONST. METHODEASEMENTSREF. DWG. NO.TAX ID:OWNER:DEED BOOK / PAGE:PIPE DATA(SLOPE STATIONING)PLAN STATIONING RIGHT-OF-WAY
STATIONING RIGHT-OF-WAY
PROFILE
PIPE DATAPROFILE PLAN ACREAGEN/AN/AN/AN/ADISCIPLINE / RESOURCE CENTER / LINE NUMBERDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEDRAWING BYSHEET(S)DWG SCALEDWG DATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERACCOUNT NUMBERPROJECT NUMBERDRAWING NUMBERAPPROVALSREVISIONAREA CODESUPERSEDEDCHECKER INITIALSSTATION IDCOPYRIGHT 2018PNG__-C-473-0001011011 OF 35H: 1"=50', V: 1"=10' LINE 473ALIGNMENT PLAN & PROFILE - 8" PIPELINECLAYTON, NCMJD CNS CAM1853 0228711MJD01/15/20200 03-05-2021 ISSUED FOR CONSTRUCTIONGOLDSBORO RESOURCE CENTER, DUDLEY, NORTH CAROLINACLASS 3 / 1000 PSIGMATCH LINE 47+50MATCH L
I
N
E

5
9
+
5
0
35'25'50' PERMANENT EASEMENT25' TEMPORARY WORKSPACE05H03100CNORTH CAROLINA RAILROAD COMPANYDB 1475 / PAGE 56405H03100C15'EXISTING GRADEPROPOSED PIPELINE5' MIN.PROPOSED 8" PIPELINE 1200'1OPEN CUTADDITIONAL TEMPORARY WORKSPACE35'15'
25'50'ADDITIONAL TEMPORARY WORKSPACE50' NEUSE RIVER BUFFERBURNS & McDONNELL CONSULTANTS, INC.STATE LICENSE # C-143590'25'25'
50'CNS03/05/2021 CAMNOTE 1ISSUED FORCONSTRUCTIONREF. DWG(S)PNG-G-473-0001000PNG-C-473-0001022NOTES1. PERMANENT MAINTAINED EASEMENTWIDTH THROUGH WETLANDS, STREAMS,AND RIPARIAN BUFFERS TO COMPLYWITH PNG PERMANENTLY MAINTAINEDACCESS CORRIDOR PROTOCOL.03/05/2021
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHER/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WNC - 42ENC - 42E59+0060+0061+0062+0063+0064+0065+0066+0067+0068+0069+00300305310315320325330335340STA: 60+60 9° FIELD BEND (H)
STA: 62+79 9° FIELD BEND (H)
STA: 64+99 4° FIELD BEND (H)
STA: 67+95 3° FIELD OVERBEND
STA: 68+50 10° SAG FIELD BEND
STA: 69+00 6° FIELD OVERBEND60+0061+0062+0063+0064+0065+0066+0067+0068+0069+00300305310315320325330335340 PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLYPROFESSIONAL ENG/ARCH STAMPDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERAPPROVALSZ:\Clients\TND\DukeEnrgyCar\118874_ClaytonCtyGate\Design\Pipeline\CADD\Working\0228708_0228711\0228711_Ln473\Civil\PNG-C-473-0001005 - PNG-C-473-0001014.dwg 2/26/2021 2:00 PMMATERIALCLASS / MAOPCONST. METHODEASEMENTSREF. DWG. NO.TAX ID:OWNER:DEED BOOK / PAGE:PIPE DATA(SLOPE STATIONING)PLAN STATIONING RIGHT-OF-WAY
STATIONING RIGHT-OF-WAY
PROFILE
PIPE DATAPROFILE PLAN ACREAGEN/AN/AN/AN/ADISCIPLINE / RESOURCE CENTER / LINE NUMBERDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEDRAWING BYSHEET(S)DWG SCALEDWG DATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERACCOUNT NUMBERPROJECT NUMBERDRAWING NUMBERAPPROVALSREVISIONAREA CODESUPERSEDEDCHECKER INITIALSSTATION IDCOPYRIGHT 2018PNG__-C-473-0001012012 OF 35H: 1"=50', V: 1"=10' LINE 473ALIGNMENT PLAN & PROFILE - 8" PIPELINECLAYTON, NCMJD CNS CAM1853 0228711MJD01/15/20200 03-05-2021 ISSUED FOR CONSTRUCTIONGOLDSBORO RESOURCE CENTER, DUDLEY, NORTH CAROLINACLASS 3 / 1000 PSIGMATCH LINE 59+50MATCH LINE 69+5035'25'50' PERMANENT EASEMENT25' TEMPORARY WORKSPACE05H03100CNORTH CAROLINA RAILROAD COMPANYDB 1475 / PAGE 56405H03100C15'EXISTING GRADEPROPOSED PIPELINE5' MIN.PROPOSED 8" PIPELINE 1000'1OPEN CUTBURNS & McDONNELL CONSULTANTS, INC.STATE LICENSE # C-1435CNS03/05/2021 CAM50' NEUSE RIVER BUFFERNOTE 1ISSUED FORCONSTRUCTIONREF. DWG(S)PNG-G-473-0001000PNG-C-473-0001022NOTES1. PERMANENT MAINTAINED EASEMENTWIDTH THROUGH WETLANDS, STREAMS,AND RIPARIAN BUFFERS TO COMPLYWITH PNG PERMANENTLY MAINTAINEDACCESS CORRIDOR PROTOCOL.03/05/2021
STA: 79+35SANITARY SEWER FMSTA: 79+45WATER LINESTA: 79+52ELECTRICOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHENC - 42EEEEECOMMCOMMWWWWWWPL PL PL R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WNC - 42EESSFMSSFMSSFMSSFMSSFMSSFMB-1STA = 78+96OFF = 6' R70+0071+0072+0073+0074+0075+0076+0077+0078+0079+00 80+00
300305310315320325330335340295300305310315320325330335340STA: 78+96 90° FITTING (H)
STA: 72+00 5° SAG FIELD BEND70+0071+0072+0073+0074+0075+0076+0077+0078+0079+00 PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLYPROFESSIONAL ENG/ARCH STAMPDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERAPPROVALS\\bmcd\dfs\Clients\TND\DukeEnrgyCar\118874_ClaytonCtyGate\Design\Pipeline\CADD\Working\0228708_0228711\0228711_Ln473\Civil\PNG-C-473-0001005 - PNG-C-473-0001014.dwg 3/3/2021 1:52 PMMATERIALCLASS / MAOPCONST. METHODEASEMENTSREF. DWG. NO.TAX ID:OWNER:DEED BOOK / PAGE:PIPE DATA(SLOPE STATIONING)PLAN STATIONING RIGHT-OF-WAY
STATIONING RIGHT-OF-WAY
PROFILE
PIPE DATAPROFILE PLAN ACREAGEN/AN/AN/AN/ADISCIPLINE / RESOURCE CENTER / LINE NUMBERDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEDRAWING BYSHEET(S)DWG SCALEDWG DATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERACCOUNT NUMBERPROJECT NUMBERDRAWING NUMBERAPPROVALSREVISIONAREA CODESUPERSEDEDCHECKER INITIALSSTATION IDCOPYRIGHT 2018PNG__-C-473-0001013013 OF 35H: 1"=50', V: 1"=10' LINE 473ALIGNMENT PLAN & PROFILE - 8" PIPELINECLAYTON, NCMJD CNS CAM1853 0228711MJD01/15/20200 03-05-2021 ISSUED FOR CONSTRUCTIONGOLDSBORO RESOURCE CENTER, DUDLEY, NORTH CAROLINACLASS 3 / 1000 PSIGMATCH LINE 79+75MATCH LINE 69+5025'50' PERMANENT EASEMENT25' TEMPORARY WORKSPACE05H03100CNORTH CAROLINA RAILROAD COMPANYDB 1475 / PAGE 56405H03100CEXISTING GRADEPROPOSED PIPELINE5' MIN.NC HWY 42 ERECEIVING PITPROPOSED 8" PIPELINE 946'1OPEN CUTBORE HWY 42 SEE DRAWINGPNG-C-473-0001016 FOR DETAILADDITIONAL TEMPORARY WORKSPACE25' TEMPORARYWORKSPACE25'50'25'50' NEUSE RIVER BUFFERBURNS & McDONNELL CONSULTANTS, INC.STATE LICENSE # C-1435CNS03/05/2021 CAMPROPOSED SITEACCESS DRIVENOTE 1ISSUED FORCONSTRUCTIONREF. DWG(S)PNG-G-473-0001000PNG-C-473-0001016PNG-C-473-000102350'RECEIVING PITBORE HWY 42 79'2BORE11PROPOSED AUGER BORESEE PNG-C-473-0001016NOTES1. PERMANENT MAINTAINED EASEMENTWIDTH THROUGH WETLANDS, STREAMS,AND RIPARIAN BUFFERS TO COMPLYWITH PNG PERMANENTLY MAINTAINEDACCESS CORRIDOR PROTOCOL.03/05/2021
OHEOHEOHEOHENC - 42ENC - 42EOHEOHEOHEOHEOHEOHEOHEOHEOHENC - 42ECOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOEEEEEEEECOMMGFOFO COMMGGGGGGGGGGGGGGGGGSSFMSSFMSSFMSSFMSSFMSSFMSSFMSSFMSSFMSSFMSSFMSSFMSSFMSSFMSSFMPLPLPLPLPL PL PL PR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WSSFMSSFMOHEOHEOHEOHEOHEOHEOHEOHEX XXXB-2STA = 80+81OFF = 086+2180+00 81+0082+0083+0084+0085+0086+00STA: 80+56GAS LINESTA: 80+62FIBER OPTICSTA: 80+79SANITARY SEWERFORCE MAINSTA: 80+62COMM LINESTA: 80+95 90° FITTING (H)30030531031532032533033534030030531031532032533033534080+0081+0082+0083+0084+0085+0086+00 PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLYPROFESSIONAL ENG/ARCH STAMPDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERAPPROVALS\\bmcd\dfs\Clients\TND\DukeEnrgyCar\118874_ClaytonCtyGate\Design\Pipeline\CADD\Working\0228708_0228711\0228711_Ln473\Civil\PNG-C-473-0001005 - PNG-C-473-0001014.dwg 3/3/2021 11:22 AMMATERIALCLASS / MAOPCONST. METHODEASEMENTSREF. DWG. NO.TAX ID:OWNER:DEED BOOK / PAGE:PIPE DATA(SLOPE STATIONING)PLAN STATIONING RIGHT-OF-WAY
STATIONING RIGHT-OF-WAY
PROFILE
PIPE DATAPROFILE PLAN ACREAGEN/AN/AN/AN/ADISCIPLINE / RESOURCE CENTER / LINE NUMBERDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEDRAWING BYSHEET(S)DWG SCALEDWG DATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERACCOUNT NUMBERPROJECT NUMBERDRAWING NUMBERAPPROVALSREVISIONAREA CODESUPERSEDEDCHECKER INITIALSSTATION IDCOPYRIGHT 2018PNG__-C-473-0001014014 OF 35H: 1"=50', V: 1"=10' LINE 473ALIGNMENT PLAN AND PROFILE - 8" PIPELINECLAYTON, NCMJD CNS CAM1853 0228711MJD01/15/20200 03-05-2021ISSUED FOR CONSTRUCTIONGOLDSBORO RESOURCE CENTER, DUDLEY, NORTH CAROLINACLASS 3 / 1000 PSIGFLOWERS PLANTATIONREGULATOR STATION SITEREFER TO PROJECT 0228708NC HWY 42 E05I04001YBAYER CROPSCIENCE LPDB 1951 / PAGE 5705I04001Y15'50' PERMANENT EASEMENT25' TEMPORARY WORKSPACEMATCH LINE 79+75BORE PITFLOWERS PLANTATIONREGULATOR STATION SITEREFER TO PROJECT 0228708PROPOSED 8" PIPELINE35'BORE HWY 42BORE PITPROPOSED AUGER BORESEE PNG-C-473-0001016 120'2BORE11 527'1OPEN CUTEXISTING GRADEPROPOSED PIPELINE5' MIN.BORE HWY 42 SEE DRAWINGPNG-C-473-0001016 FOR DETAILPROPOSED SITEACCESS DRIVE20'100'115'BURNS & McDONNELL CONSULTANTS, INC.STATE LICENSE # C-1435FLARE YARDCNS03/05/2021 CAM25'TSTEST STATION # 4 INSTALL (3) BLACK STRANDED #12THHN WIRES ONTO LINE 473 JUST OUTSIDE FENCE ANDBRING WIRES UP INTO BIG FINK ABOVE GRADE TESTSTATION. INSTALL BORIN AC-20 STELTH7 REFERENCEELECTRODE AT PIPE LEVEL ACCORDING TOMANUFACTURER'S SPECIFICATIONS AND BRING WIRE UPINTO SAME FINK TEST STATION. PLACE TEST STATIONNEAR FENCE.ISSUED FORCONSTRUCTIONREF. DWG(S)PNG-G-473-0001000PNG-C-473-0001016PNG-C-473-000102303/05/2021
\\bmcd\dfs\Clients\TND\DukeEnrgyCar\118874_ClaytonCtyGate\Design\Pipeline\CADD\Working\0228708_0228711\0228711_Ln473\Civil\PNG-C-473-0001019.dwg 2/22/2021 11:34 AM
REF. DWG(S) PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLYPROFESSIONAL ENG/ARCH STAMPDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERAPPROVALS\\bmcd\dfs\Clients\TND\DukeEnrgyCar\118874_ClaytonCtyGate\Design\Pipeline\CADD\Working\0228708_0228711\0228711_Ln473\Civil\PNG-C-473-0001019.dwg 2/22/2021 11:34 AM
N/AN/AN/AN/ADISCIPLINE / RESOURCE CENTER / LINE NUMBERDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEDRAWING BYSHEET(S)DWG SCALEDWG DATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERACCOUNT NUMBERPROJECT NUMBERDRAWING NUMBERAPPROVALSREVISIONAREA CODESUPERSEDEDCHECKER INITIALSSTATION IDCOPYRIGHT 2018PNG__-C-473-0001019019 OF 35N/A LINE 473EROSION CONTROL NOTESCLAYTON, NCABR JTG CAM1853 0228711ABR01/15/20210 03-05-2021ISSUED FOR CONSTRUCTIONGOLDSBORO RESOURCE CENTER, DUDLEY, NORTH CAROLINABURNS & McDONNELL CONSULTANTS, INC.STATE LICENSE # C-1435GENERAL EROSION AND SEDIMENT CONTROL NOTES1.THIS PROJECT IS LOCATED IN THE NEUSE RIVER BASIN.RECEIVING WATERS: LITTLE CREEKCLASSIFICATION: C;NSW2.CONSTRUCTION ACTIVITY POLLUTION PREVENTION IS REQUIRED FOR THISPROJECT. PREVENTION OF POLLUTION RESULTING FROM CONSTRUCTIONACTIVITIES SHALL BE ACCOMPLISHED BY CONTROLLING SOIL EROSION,WATERWAY SEDIMENTATION, AND AIRBORNE DUST GENERATION.CONTRACTOR SHALL ENSURE THAT NO SEDIMENT RESULTING FROMCONSTRUCTION ACTIVITIES INFRINGES ONTO ADJACENT PROPERTIES.CONTRACTOR SHALL COORDINATE EROSION AND SEDIMENT CONTROL WITHOTHER CONSTRUCTION ENTITIES PERFORMING WORK ON ADJACENTPROPERTIES.3.SOIL EROSION AND SEDIMENT CONTROLS ARE MEASURES USED TO REDUCETHE AMOUNT OF SOIL PARTICLES THAT ARE CARRIED OFF AN AREA ANDDEPOSITED INTO A DRAINAGE COLLECTION SYSTEM OR INTO A BODY OFWATER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THATEROSION AND SEDIMENTATION ARE CONTROLLED TO THE EXTENTPRACTICABLE. ALL APPLICABLE SOIL EROSION AND SEDIMENT CONTROLMEASURES SHALL BE IMPLEMENTED AND MAINTAINED THROUGHOUT THEDURATION OF CONSTRUCTION ACTIVITIES. PRIOR TO INITIATINGCONSTRUCTION IN AN AREA, ALL TEMPORARY EROSION AND SEDIMENTCONTROL PRACTICES SHALL BE IN PLACE. UPON PROJECT COMPLETION ANDPERMANENT STABILIZATION, ALL TEMPORARY SOIL EROSION AND SEDIMENTCONTROL MEASURES SHALL BE REMOVED.4.TEMPORARY EROSION CONTROL SHALL BE THE CONTRACTOR’SRESPONSIBILITY, WHO SHALL UTILIZE APPROPRIATE BEST MANAGEMENTPRACTICES (BMPS). THOSE BMPS SHALL CONSIST OF SILT FENCE, WATTLESOR OTHER MEANS TO CONTROL EROSION AS NEEDED.5.CONTRACTOR SHALL PLACE SILT FENCE PRIOR TO BEGINNING WORK. THEDEVICES SHALL BE PLACED DOWN-SLOPE OF DISTURBED AREAS WHERESHEET EROSION WOULD OCCUR. SILT FENCE SHALL BE CLEANED ANDREPAIRED WHEN SEDIMENT BUILDUP REACHES ONE-THIRD OF SILT FENCEHEIGHT. AFTER SIGNIFICANT RUNOFF EVENTS (1" OF RAINFALL OR MORE)AND ON A WEEKLY BASIS, THE CONTRACTOR SHALL INSPECT ALL EROSIONCONTROL STRUCTURES FOR SILT BUILD-UP THAT INTERFERES WITH THEPERFORMANCE OF THE EROSION CONTROL STRUCTURE AND REPAIR ORREPLACE THOSE STRUCTURES, AS NECESSARY.6.ALL STORM DRAIN INLETS SHALL BE PROTECTED BY APPROPRIATE BMPSDURING CONSTRUCTION, UNTIL ALL SOURCES WITH POTENTIAL FORDISCHARGE TO THE INLETS HAVE BEEN STABILIZED.7.ALL EXISTING DRAIN INLETS SHALL HAVE INLET PROTECTION INSTALLED INACCORDANCE WITH NORTH CAROLINA MANUAL FOR EROSION CONTROL.EROSION PROTECTION MAY BE REMOVED WHEN VEGETATION ISESTABLISHED.8.IN ACCORDANCE WITH SECTION II.B.2 OF THE NPDES GENERAL PERMIT, ANYDISTURBED AREA LEFT EXPOSED SHALL BE STABILIZED WITH TEMPORARYSEEDING WITHIN 7 TO 14 DAYS IN ACCORDANCE WITH NORTH CAROLINAEROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL SECTION6.11. PERMANENT STABILIZATION SHALL BE ACHIEVED THROUGH PERMANENTSEEDING FOR ALL DISTURBED AREAS. SEE SEEDING SCHEDULE IN NORTHCAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGNMANUAL SECTION 6.11.9.AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED AND APPROVED BYNCDEQ, TEMPORARY EROSION AND SEDIMENTATION CONTROLS MUST BEREMOVED. AREAS DISTURBED DURING REMOVAL OF THE CONTROLS MUSTBE STABILIZED WITH PERMANENT SEEDING AS SOON AS POSSIBLE WITHIN 14CALENDAR DAYS.10.PER NPDES REQUIREMENTS, A RAIN GAUGE, SELF-INSPECTIONS RECORDS,PERMIT, CERTIFICATE OF COVERAGE, AND S&E PLAN ARE REQUIRED TO BEMAINTAINED ON SITE AND ACCESSIBLE DURING INSPECTION. IT ISRECOMMENDED THAT THESE ITEMS BE PLACED IN A PERMITS BOX AT THEBEGINNING OR ENTRANCE OF PROJECT.11.THE CONTRACTOR SHALL CONDUCT SELF-INSPECTIONS OF THE EROSIONAND SEDIMENTATION CONTROL MEASURES AND COMPLETE THE DUKEENERGY PROVIDED SELF-INSPECTION FORM. TWELVE MONTHS OF COMPLETEINSPECTION FORMS SHALL BE KEPT ON-SITE AND AVAILABLE FORINSPECTION AT ALL TIMES. IT IS RECOMMENDED A COPY BE KEPT IN APERMITS BOX.CONSTRUCTION SEQUENCE (SITE)(PHASE 1)1.EROSION AND SEDIMENT CONTROL (E&SC) PERMIT AND CERTIFICATE OFCOVERAGE (COC) MUST BE OBTAINED BEFORE ANY LAND DISTURBINGACTIVITIES OCCUR.2.CONTACT THE DEMLR RALEIGH REGIONAL OFFICE AT LEAST 48 HOURS PRIORTO COMMENCING THE LAND-DISTURBING ACTIVITY. THE CONTACT NUMBERIS [phone].3.INSTALL CONSTRUCTION ENTRANCE(S) AS SHOWN ON PLAN SHEETS WHEREEQUIPMENT WILL ENTER AND LEAVE THE PROJECT SITE.4.INSTALL EROSION CONTROL DEVICES.5.STABILIZE DISTURBED AREAS WITH EROSION CONTROL DEVICES. UTILIZETEMPORARY SEEDING AS NECESSARY.6.CONTACT INSPECTOR FOR ONSITE INSPECTION OF INSTALLED EROSIONCONTROL DEVICES.7.MAINTAIN DEVICES AS NEEDED PER NCDEQ MAINTENANCE INSTRUCTIONS.8.ALL BARE SOILS ARE TO BE STABILIZED UNDER CONDITIONS OUTLINED IN THECURRENT NPDES PERMIT OR, IF IT IS IN A CRITICAL AREA, BY THE END OF THEDAY.9.SELF-INSPECTIONS FOR EROSION AND SEDIMENTATION CONTROL MEASURESARE TO BE PERFORMED AT LEAST ONCE EVERY SEVEN CALENDAR DAYS ANDWITHIN 24 HOURS OF EVERY RAIN EVENT OF GREATER THAN 1 INCH. ANYNEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN MEASURES ASDESIGNED. ALL ESC MEASURES SHALL BE MAINTAINED AS SPECIFIED IN THECONSTRUCTION DETAILS ON THIS PLAN. A RAIN GAUGE SHALL BE INSTALLEDAT THE PROJECT SITE FOR MONITORING.(PHASE 2 & 3)1.BEGIN ACCESS ROAD INSTALLATION ON THE SITE AND SITE EXPANSION.2.MAINTAIN ALL EROSION CONTROL DEVICES PER NCDEQ MAINTENANCEINSTRUCTIONS.3.STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITHVEGETATION, GRAVEL, ETC.4.ALL EROSION CONTROL DEVICES SHALL REMAIN IN PLACE AS SHOWN ON THEDRAWINGS UNTIL THE ENTIRE SITE IS PERMANENTLY STABILIZED ANDAPPROVED BY THE NCDEQ INSPECTOR.5.GROUNDCOVER SHALL BE ESTABLISHED IN 90 CALENDAR DAYS. HOWEVER,NPDES GROUNDCOVER REQUIREMENTS TAKE PRECEDENCE.6.WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZEDCOMPLETELY, ARRANGE FOR FINAL INSPECTION WITH THE NCDEQINSPECTOR.7.WHEN THE PROJECT IS COMPLETE, THE PERMITTEE SHALL CONTACT DEMLRTO CLOSE OUT THE E&SC PLAN. AFTER DEMLR INFORMS THE PERMITTEE OFTHE PROJECT CLOSE OUT, VIA INSPECTION REPORT, THE PERMITTEE SHALLVISIT DEQ.NC.GOV/NCG01 TO SUBMIT AN ELECTRONIC NOTICE OFTERMINATION (E-NOT). A $100 ANNUAL GENERAL PERMIT FEE WILL BECHARGED UNTIL THE E-NOT HAS BEEN FILLED OUT.8.IF SITE IS APPROVED, REMOVE EROSION CONTROL MEASURES ANDSTABILIZE RESULTING BARE AREAS IMMEDIATELY.SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BYNCGS 113A54.1 (E)(EFFECTIVE OCTOBER 1, 2010; READOPTED EFFECTIVE APRIL 1, 2020)15A NCAC 04B .0131 SELF-INSPECTIONSALL LAND-DISTURBING ACTIVITIES REQUIRED TO HAVE AN APPROVED EROSIONAND SEDIMENTATION CONTROL PLAN UNDER G.S. 113A54.1(E) SHALL CONDUCTSELF-INSPECTIONS FOR INITIAL INSTALLATION OR MODIFICATION OF ANY EROSIONAND SEDIMENTATION CONTROL DEVICES AND PRACTICES DESCRIBED IN ANAPPROVED PLAN. IN ADDITION, WEEKLY AND RAIN-EVENT SELF-INSPECTIONS AREREQUIRED BY FEDERAL REGULATIONS, THAT ARE IMPLEMENTED THROUGH THENPDES CONSTRUCTION GENERAL PERMIT NO. NCG 010000.1.FOR SELF-INSPECTIONS REQUIRED PURSUANT TO G.S. 113A-54.1(E), THEINSPECTION SHALL BE PERFORMED DURING OR AFTER EACH OF THEFOLLOWING PHASES OF THE PLAN;a.INITIAL INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES;b.CLEARING AND GRUBBING OF EXISTING GROUND COVER;c.COMPLETION OF ANY GRADING THAT REQUIRES GROUND COVER;d.COMPLETION OF ALL LAND-DISTURBING ACTIVITY, CONSTRUCTION, ORDEVELOPMENT, INCLUDING PERMANENT GROUND COVER ESTABLISHMENTAND REMOVAL OF ALL TEMPORARY MEASURES; ANDe.TRANSFER OF OWNERSHIP OR CONTROL OF THE TRACT OF LAND WHERETHE EROSION AND SEDIMENTATION CONTROL PLAN HAS BEEN APPROVEDAND WORK HAS BEGUN. THE NEW OWNER OR PERSON IN CONTROL SHALLCONDUCT AND DOCUMENT INSPECTIONS UNTIL THE PROJECT ISPERMANENTLY STABILIZED AS SET FORTH IN SUB-ITEM (C) OF THIS ITEM.2.DOCUMENTATION OF SELF-INSPECTIONS PERFORMED UNDER ITEM (1) OFTHIS RULE SHALL INCLUDE:a.VISUAL VERIFICATION OF GROUND STABILIZATION AND OTHER EROSIONCONTROL MEASURES AND PRACTICES AS CALLED FOR IN THE APPROVEDPLAN;b.VERIFICATION BY MEASUREMENT OF SETTLING BASINS, TEMPORARYCONSTRUCTION ENTRANCES, ENERGY DISSIPATORS, AND TRAPS.c.THE NAME, ADDRESS, ORGANIZATION AFFILIATION, TELEPHONE NUMBER,AND SIGNATURE OF THE PERSON CONDUCTING THE INSPECTION AND THEDATE OF THE INSPECTION SHALL BE INCLUDED, WHETHER ON A COPY OFTHE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR ANINSPECTION REPORT. A TEMPLATE FOR AN EXAMPLE OF AN INSPECTIONAND MONITORING REPORT IS PROVIDED ON THE DEMLR WEBSITE AT:HTTPS://DEQ.NC.GOV/ABOUT/DIVISIONS/ENERGY-MINERAL-LANDRESOURCES/EROSION-SEDIMENT-CONTROL/FORMS. ANY RELEVANTLICENSES AND CERTIFICATIONS MAY ALSO BE INCLUDED. ANYDOCUMENTATION OF INSPECTIONS THAT OCCUR ON A COPY OF THEAPPROVED EROSION AND SEDIMENTATION CONTROL PLAN SHALL OCCURON A SINGLE COPY OF THE PLAN AND THAT PLAN SHALL BE MADEAVAILABLE ON THE SITE.d.A RECORD OF ANY SIGNIFICANT DEVIATION FROM ANY EROSION ORSEDIMENTATION CONTROL MEASURE FROM THAT ON THE APPROVED PLAN.FOR THE PURPOSE OF THIS RULE, A "SIGNIFICANT DEVIATION" MEANS ANOMISSION, ALTERNATION, OR RELOCATION OF AN EROSION ORSEDIMENTATION CONTROL MEASURE THAT PREVENTS IT FROMPERFORMING AS INTENDED. THE RECORD SHALL INCLUDE MEASURESREQUIRED TO CORRECT THE SIGNIFICANT DEVIATION, ALONG WITHDOCUMENTATION OF WHEN THOSE MEASURES WERE TAKEN. DEVIATIONSFROM THE APPROVED PLAN MAY ALSO BE RECOMMENDED TO ENHANCETHE INTENDED PERFORMANCE OF THE SEDIMENTATION AND EROSIONCONTROL MEASURES.CNS03/05/2021 CAMISSUED FORCONSTRUCTIONPNG-G-473-000100003/05/2021
XXX
3103093083063043053073103113123133123113113103093083133123
1
4
313OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEGGGGGGPLPLPLPL999+501000+001001+001001+180+001+00LODL
O
D LODLODLODLODLODLODLODL
O
D
L
O
D
L
O
D
LODLODLODLODD
A

=

0
.
3
3

A
C
S
F

=

2
5
7

L
F
D
A
/
1
0
0

L
F

=
0.
1
3

A
C
/
1
0
0
L
F
D
A

=

1
.
3
6

A
C
S
F

=

8
8
2

L
F
D
A
/
1
0
0

L
F

=
0.
1
5

A
C
/
1
0
0
L
F
D
A

D
E
L
I
N
E
A
T
I
O
N DA = 1.36 ACSF = 882 LFDA/100 LF =0.15 AC/100LF300
302299304
3
0
8
3
1
0
3
1
1
311311312313312311311310314313313312314313OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEPL PL PL PL PL
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W0+001+002+003+004+005+006+007+008+009+00LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODDA DELINEATIONDA = 0.42 ACSF = 333 LFDA/100 LF =0.13 AC/100LFDA DELINEATIONDA = 3.72 ACSF = 2,288 LFDA/100 LF =0.16 AC/100LFDA = 0.33 ACSF = 257 LFDA/100 LF =0.13 AC/100LFDA = 1.36 ACSF = 882 LFDA/100 LF =0.15 AC/100LFDA DELINEATION31231331131231430931
2 31331231331255'OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHER/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W10+0011+0012+0013+0014+0015+0016+0017+0018+0019+00LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODDA = 3.72 ACSF = 2,288 LFDA/100 LF =0.16 AC/100LF0.16 AC/100LF31531731931931
7
317318314316
31931731731870'0501001IN = 50FTLIMITS OF DISTURBED AREAPIPELINE PROJECT: 4.58 ACPOINT OF CONTACT (CONSTRUCTION):CHARLIE GILMAN 252-339-1971Z:\Clients\TND\DukeEnrgyCar\118874_ClaytonCtyGate\Design\Pipeline\CADD\Working\0228708_0228711\0228711_Ln473\Civil\PNG-C-473-0001020 - PNG-C-473-0001023.dwg 2/26/2021 3:24 PM
PNG-C-473-0001005, PNG-C-473-0001006,PNG-G-473-0001000REF. DWG(S) PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLYPROFESSIONAL ENG/ARCH STAMPDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERAPPROVALSZ:\Clients\TND\DukeEnrgyCar\118874_ClaytonCtyGate\Design\Pipeline\CADD\Working\0228708_0228711\0228711_Ln473\Civil\PNG-C-473-0001020 - PNG-C-473-0001023.dwg 2/26/2021 3:24 PM
N/AN/AN/AN/ABURNS & McDONNELL CONSULTANTS, INC.STATE LICENSE # C-1435DISCIPLINE / RESOURCE CENTER / LINE NUMBERDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEDRAWING BYSHEET(S)DWG SCALEDWG DATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERACCOUNT NUMBERPROJECT NUMBERDRAWING NUMBERAPPROVALSREVISIONAREA CODESUPERSEDEDCHECKER INITIALSSTATION IDCOPYRIGHT 2018PNG__-C-473-0001020020 OF 351"=50' LINE 473ES&PC PLANCLAYTON, NCABR JTG CAM1853 0228711ABR01/15/20210 03-05-2021ISSUED FOR CONSTRUCTIONGOLDSBORO RESOURCE CENTER, DUDLEY, NORTH CAROLINATEMPORARY SILT FENCESFOJTG03/05/2021 CAMLINE 473 LAUNCHERAND MLV REFER TOPROJECT 022870805H04032F (TRACT 2)EXISTING PNG LINE 94M
A
T
C
H

L
I
N
E

T
H
I
S

S
H
E
E
T
MATCH LINE 9+50WILDWOOD DRIVE05H04032F (TRACT 2)05H03009PROPOSED 8" PIPELINEMATCH LINE THIS SHEETMATCH LINE 19+50
MATCH LINE 9+50
05H03009WILDWOOD DRIVEPROPOSED 8" PIPELINELEGEND:TEMPORARY SILT FENCELIMITS OF DISTURBANCELODPLPROPERTY LINEC-473-000102529+008+00PROPOSED 8" PIPELINESFOSILT FENCE OUTLETC-473-00010255NOTES:1.CONTRACTOR SHALL INSTALL CONSTRUCTION EXIT AT ALL SITE ACCESSPOINTS.2.ALL TREES TO REMAIN SHALL BE PROTECTED WITH TREE PROTECTIONFENCING.3.ANY DISTURBED AREA LEFT IDLE FOR A PERIOD OF 14 DAYS OR LONGERSHALL BE STABILIZED WITH MULCHING AND TEMPORARY SEEDING WITHTHE EXCEPTION OF AGRICULTURAL FIELDS WHICH ONLY NEEDSTABILIZATION TO THE EXTENT REQUIRED TO AVOID TOP SOIL WASHINGAWAY. SEE DETAIL 1, SHEET C-473-0001026.4.STABILIZE ALL DISTURBED AREAS OUTSIDE OF THE CULTIVATED FIELDWITH PERMANENT SEEDING IN ACCORDANCE WITH DETAIL 2, SHEETC-473-0001026. ALL OTHER DISTURBED AREAS SHALL BE RESTORED TOORIGINAL CONDITIONS AS A CULTIVATED FIELD; PERMANENT SEEDINGWILL NOT BE UTILIZED.5.REFER TO SITE PLAN PNG-C-473-0001001 FOR OVERALL LIMITS OFDISTURBANCE, HDD ENTRY AND EXIT WORKSPACE, AND TEMPORARY ANDPERMANENT ACCESS ROADS.COIR WATTLEC-473-00010254TEMPORARY GRAVELCONSTRUCTION ENTRANCEC-473-00010251C-473-00010253PROPOSED GRAVELSURFACE COURSECONCRETE WASHOUTC-473-00010263SFOSFOTEMPORARY CONSTRUCTION ENTRANCE,SEE DETAIL 1, SHEET C-473-0001025CONCRETE WASHOUTWATTLE BARRIER18" WATTLE BARRIERTEMPORARY SILT FENCETEMPORARY SILT FENCETEMPORARY SILT FENCETEMPORARY SILT FENCETEMPORARY SILT FENCESFOSFOLIMITS OF DISTURBED AREAPIPELINE PROJECT: 14.21 ACISSUED FORCONSTRUCTION03/05/2021
OHE
OHE
OHE OHEOHEOHEOHEOHEUS HWY-70 BUSINESS WNORTH CAROLINA RAILROADFOFOFOFOFOFOSSSSSSSSSSSSUS HWY-70 BUSINESS EW W W W W WWWWWW WWWWWWWWPLPLPLR/W R/W R/W R/W R/W
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WSSSSSSSSWILDWOOD
DRSSFMSSFMSSFMSSFMSSFM19+00 20+0021+0022+0023+0024+0025+0026+0027+00 28+00 29+00LODLODLODLODLODLODLODLODLOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD DA = 3.72 ACSF = 2,288 LFDA/100 LF =0.16 AC/100LFDA DELINEATIONDA DELINEATION318317 3193203213193183203163
2
13193
1
7
3
1
7
319
31
8
32
0320318319314315318
75'100'
30'OHEPLPLPLPLPLPLPLPLPLR
/W
1
9
+
0
0
2
0
+
0
0
LO
D
L
O
DLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODL
O
D DA = 3.72 ACSF = 2,288 LFDA/100 LF =0.16 AC/100LFDA = 3.72 ACSF = 2,288 LFDA/100 LF =0.16 AC/100LFDA DELINEATION318319320324322
32
0
31
8
100'OHEOHE OHE OHEWWWWWWW
WWWWWWWWWWWR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W29+0030+0031+0032+0033+0034+0035+0036+0037+0038+00LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODDA = 1.43 ACSF = 1,113 LFDA/100 LF =0.03 AC/100LFDA DELINEATIONDA = 2.57 ACSF = 1,693 LFDA/100 LF =0.15 AC/100LF321323325
3273
2
6323324
320 324322319322
75'0501001IN = 50FT\\bmcd\dfs\Clients\TND\DukeEnrgyCar\118874_ClaytonCtyGate\Design\Pipeline\CADD\Working\0228708_0228711\0228711_Ln473\Civil\PNG-C-473-0001020 - PNG-C-473-0001023.dwg 3/3/2021 8:11 AM
PNG-C-473-0001007, PNG-C-473-0001008,PNG-C-473-0001009, PNG-G-473-0001000REF. DWG(S) PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLYPROFESSIONAL ENG/ARCH STAMPDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERAPPROVALS\\bmcd\dfs\Clients\TND\DukeEnrgyCar\118874_ClaytonCtyGate\Design\Pipeline\CADD\Working\0228708_0228711\0228711_Ln473\Civil\PNG-C-473-0001020 - PNG-C-473-0001023.dwg 3/3/2021 8:11 AM
N/AN/AN/AN/ABURNS & McDONNELL CONSULTANTS, INC.STATE LICENSE # C-1435MATCH LINE 28+75MATCH LINE 19+5005H0300905H04002CTEMPORARY SILT FENCETEMPORARY SILT FENCEDISCIPLINE / RESOURCE CENTER / LINE NUMBERDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEDRAWING BYSHEET(S)DWG SCALEDWG DATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERACCOUNT NUMBERPROJECT NUMBERDRAWING NUMBERAPPROVALSREVISIONAREA CODESUPERSEDEDCHECKER INITIALSSTATION IDCOPYRIGHT 2018PNG__-C-473-0001021021 OF 351"=50' LINE 473ES&PC PLANCLAYTON, NCABR JTG CAM1853 0228711ABR01/15/20210 03-05-2021 ISSUED FOR CONSTRUCTIONGOLDSBORO RESOURCE CENTER, DUDLEY, NORTH CAROLINAJTG03/05/2021 CAMLEGEND:TEMPORARY SILT FENCELIMITS OF DISTURBANCELODPLPROPERTY LINEC-473-000102529+008+00PROPOSED 8" PIPELINESFOSILT FENCE OUTLETC-473-00010255RIGHT-OF-WAY DIVERSIONS(SEE NOTE 6)NOTES:1.CONTRACTOR SHALL INSTALL CONSTRUCTION EXIT AT ALL SITE ACCESSPOINTS.2.ALL TREES TO REMAIN SHALL BE PROTECTED WITH TREE PROTECTIONFENCING.3.ANY DISTURBED AREA LEFT IDLE FOR A PERIOD OF 14 DAYS OR LONGERSHALL BE STABILIZED WITH MULCHING AND TEMPORARY SEEDING WITHTHE EXCEPTION OF AGRICULTURAL FIELDS WHICH ONLY NEEDSTABILIZATION TO THE EXTENT REQUIRED TO AVOID TOP SOIL WASHINGAWAY. SEE DETAIL 1, SHEET C-473-0001026.4.STABILIZE ALL DISTURBED AREAS OUTSIDE OF THE CULTIVATED FIELDWITH PERMANENT SEEDING IN ACCORDANCE WITH DETAIL 2, SHEETC-473-0001026. ALL OTHER DISTURBED AREAS SHALL BE RESTORED TOORIGINAL CONDITIONS AS A CULTIVATED FIELD; PERMANENT SEEDINGWILL NOT BE UTILIZED.5.REFER TO SITE PLAN PNG-C-473-0001001 FOR OVERALL LIMITS OFDISTURBANCE, HDD ENTRY AND EXIT WORKSPACE, AND TEMPORARY ANDPERMANENT ACCESS ROADS.6.ADJUST RIGHT-OF-WAY DIVERSIONS AND ASSOCIATED SILT FENCEOUTLETS AS NECESSARY TO DIVERT WATER DOWNSTREAM OF SECTIONOF TRENCH THAT IS OPEN. MAINTAIN 125' SPACING.TEMPORARY GRAVELCONSTRUCTION ENTRANCEC-473-00010251MATCH LINE 19+50C-473-0001027305H03009TEMPORARY CONSTRUCTION ENTRANCE,SEE DETAIL 1, SHEET C-473-0001025TEMPORARY SILT FENCESFOTEMPORARY SILT FENCETEMPORARY SILT FENCESFOMATCH LINE SEE BELOWMATCH LINE SEE BELOW
MATCH LINE SEE ABOVE
MATCH LINE SEE ABOVEMATCH LINE 38+2505H04002C TEMPORARY SILT FENCETEMPORARY SILT FENCEMATCH LINE 28+75
SFOPOINT OF CONTACT (CONSTRUCTION):CHARLIE GILMAN 252-339-1971LIMITS OF DISTURBED AREAPIPELINE PROJECT: 4.58 ACLIMITS OF DISTURBED AREAPIPELINE PROJECT: 14.21 ACISSUED FORCONSTRUCTION15'15'
15'15'CONTRACTORTO CLEAR 30'THROUGH HDD03/05/2021
OHEOHEOHEOHEOHE OHE OHEOHEOHEOHER/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WNC - 42ENC - 42E48+0049+0050+0051+0052+0053+0054+0055+0056+0057+0058+0059+0060+00LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODDA = 2.57 ACSF = 1,693 LFDA/100 LF =0.15 AC/100LFDA DELINEATIONDA DELINEA
T
I
O
N
DA = 1.82 ACSF = 2,078 LFDA/100 LF =0.09 AC/100LF329330326
329330333324322324
327 327324327330
33
3
33433333133433233233475'100'100'50'
75'WWWWWWWWWWWWWR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WPLPLPLPLPLPLNC - 42E39+0040+0041+0042+0043+0044+0045+0046+0047+0048+00 LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODDA = 2.57 ACSF = 1,693 LFDA/100 LF =0.15 AC/100LFDA = 2.57 ACSF = 1,693 LFDA/100 LF =0.15 AC/100LF318 317317
320321
324327327
330
33133132575'75'OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHER/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WNC - 42E60+0061+0062+0063+0064+0065+0066+0067+0068+0069+0070+00LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODDA = 1.82 ACSF = 2,078 LFDA/100 LF =0.09 AC/100LF DA = 1.82 ACSF = 2,078 LFDA/100 LF =0.09 AC/100LFDA DELINEATIONDA = 1.82 ACSF = 2,078 LFDA/100 LF =0.09 AC/100LF331328333330
324
328
321
318
314 318
32
1
3173153113
1
1
31331575'
50'
75'
Z:\Clients\TND\DukeEnrgyCar\118874_ClaytonCtyGate\Design\Pipeline\CADD\Working\0228708_0228711\0228711_Ln473\Civil\PNG-C-473-0001020 - PNG-C-473-0001023.dwg 2/24/2021 4:24 PM
PNG-C-473-0001010, PNG-C-473-0001011,PNG-C-473-0001012, PNG-G-473-0001000REF. DWG(S) PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLYPROFESSIONAL ENG/ARCH STAMPDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERAPPROVALSZ:\Clients\TND\DukeEnrgyCar\118874_ClaytonCtyGate\Design\Pipeline\CADD\Working\0228708_0228711\0228711_Ln473\Civil\PNG-C-473-0001020 - PNG-C-473-0001023.dwg 2/24/2021 4:24 PM
N/AN/AN/AN/ABURNS & McDONNELL CONSULTANTS, INC.STATE LICENSE # C-1435MATCH LINE 47+75
MATCH L
I
N
E

6
0
+
2
5 MATCH LINE 47+75MATCH LINE 38+2505H04002C
05H03100C05H03100CTEMPORARY SILT FENCETEMPORARY SILT FENCETEMPORARY SILT FENCETEMPORARY SILT FENCESFODISCIPLINE / RESOURCE CENTER / LINE NUMBERDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEDRAWING BYSHEET(S)DWG SCALEDWG DATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERACCOUNT NUMBERPROJECT NUMBERDRAWING NUMBERAPPROVALSREVISIONAREA CODESUPERSEDEDCHECKER INITIALSSTATION IDCOPYRIGHT 2018PNG__-C-473-0001022022 OF 351"=50' LINE 473ES&PC PLANCLAYTON, NCABR JTG CAM1853 0228711ABR01/15/20210 03-05-2021 ISSUED FOR CONSTRUCTIONGOLDSBORO RESOURCE CENTER, DUDLEY, NORTH CAROLINA0501001IN = 50FTSFOJTG03/05/2021 CAMLEGEND:TEMPORARY SILT FENCELIMITS OF DISTURBANCELODPLPROPERTY LINEC-473-000102529+008+00PROPOSED 8" PIPELINESFOSILT FENCE OUTLETC-473-00010255STREAMRIGHT-OF-WAY DIVERSIONS(SEE NOTE 6)C-473-00010273NOTES:1.CONTRACTOR SHALL INSTALL CONSTRUCTION EXIT AT ALL SITE ACCESSPOINTS.2.ALL TREES TO REMAIN SHALL BE PROTECTED WITH TREE PROTECTIONFENCING.3.ANY DISTURBED AREA LEFT IDLE FOR A PERIOD OF 14 DAYS OR LONGERSHALL BE STABILIZED WITH MULCHING AND TEMPORARY SEEDING WITHTHE EXCEPTION OF AGRICULTURAL FIELDS WHICH ONLY NEEDSTABILIZATION TO THE EXTENT REQUIRED TO AVOID TOP SOIL WASHINGAWAY. SEE DETAIL 1, SHEET C-473-0001026.4.STABILIZE ALL DISTURBED AREAS OUTSIDE OF THE CULTIVATED FIELDWITH PERMANENT SEEDING IN ACCORDANCE WITH DETAIL 2, SHEETC-473-0001026. ALL OTHER DISTURBED AREAS SHALL BE RESTORED TOORIGINAL CONDITIONS AS A CULTIVATED FIELD; PERMANENT SEEDINGWILL NOT BE UTILIZED.5.REFER TO SITE PLAN PNG-C-473-0001001 FOR OVERALL LIMITS OFDISTURBANCE, HDD ENTRY AND EXIT WORKSPACE, AND TEMPORARY ANDPERMANENT ACCESS ROADS.6.ADJUST RIGHT-OF-WAY DIVERSIONS AND ASSOCIATED SILT FENCEOUTLETS AS NECESSARY TO DIVERT WATER DOWNSTREAM OF SECTIONOF TRENCH THAT IS OPEN. MAINTAIN 125' SPACING.7.A 30-FOOT-WIDE PERMANENT EASEMENT WILL BE MAINTAINED FOLLOWINGCONSTRUCTION AS PERMITTED WITH USACE AND DWR. STREAM BED ANDBANKS WILL NOT BE IMPACTED DURING MAINTENANCE ACTIVITIES UNLESSADDITIONAL PERMITS FROM USACE AND DWR ARE ACQUIRED.COIR WATTLEC-473-00010254TEMPORARY GRAVELCONSTRUCTION ENTRANCEC-473-00010251TIMBER MATSC-473-00010272TEMPORARY CONSTRUCTION ENTRANCE,SEE DETAIL 1, SHEET C-473-000102518" WATTLE BARRIER18" WATTLE BARRIERSTREAM BUFFERSFOSFOSFOSFOTEMPORARY SILT FENCE18" WATTLE BARRIERWATTLE BARRIER18" WATTLE BARRIERWETLANDSSTREAM, SEE WATERBODYCROSSING DETAILS ON SHEETC-473-0001028STREAM, SEE WATERBODYCROSSING DETAILS ON SHEETC-473-0001028MATCH LINE 60+25
MATCH LINE 70+2505H03100C TEMPORARY SILT FENCETEMPORARY SILT FENCE18" WATTLE BARRIERSTREAM, SEE WATERBODYCROSSING DETAILS ON SHEETC-473-0001028SFOSFOSFOSFOSFOSFOSFOLIMITS OF DISTURBED AREAPIPELINE PROJECT: 14.21 ACPOINT OF CONTACT (CONSTRUCTION):CHARLIE GILMAN 252-339-1971ISSUED FORCONSTRUCTION15" CMP TEMPORARY CULVERT03/05/2021
X XXX325325328329325326326326328323323325327325327OHEOHEOHEOHENC - 42ENC - 42EOHEOHEOHEOHEOHEOHEOHEOHEOHENC - 42ECOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOEEEEEEEECOMMGFOFO COMMGGGGGGGGGGGGGGGGGSSFMSSFMSSFMSSFMSSFMSSFMSSFMSSFMSSFMSSFMSSFMSSFMSSFMSSFMSSFMPLPLPLPLPL PL PL PLR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WSSFMSSFMOHEOHEOHEOHEOHEOHEOHEOHE86+2180+00 81+0082+0083+0084+0085+0086+00LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODDA DELINEATION
DA = 1.94 ACSF = 754 LFDA/100 LF =0.25 AC/100LFDA = 0.80 ACSF = 543 LFDA/100 LF =0.15 AC/100LF330
324323325328329329 331322323325327325 323325327328
327329145'
75'
180'
100'OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHENC - 42EEEEECOMMCOMMWWWWWWPL PL PL R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WNC - 42EESSFMSSFMSSFMSSFMSSFMSSFM71+0072+0073+0074+0075+0076+0077+0078+0079+00 80+00LODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODDA = 1.55 ACSF = 816 LFDA/100 LF =0.19 AC/100LFDA DELINEATION316311312315 317315319321
323
319
321
323
326
327 100'75'0501001IN = 50FTZ:\Clients\TND\DukeEnrgyCar\118874_ClaytonCtyGate\Design\Pipeline\CADD\Working\0228708_0228711\0228711_Ln473\Civil\PNG-C-473-0001020 - PNG-C-473-0001023.dwg 2/24/2021 4:27 PM
PNG-C-473-0001013, PNG-C-473-0001014,PNG-G-473-0001000REF. DWG(S) PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLYPROFESSIONAL ENG/ARCH STAMPDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERAPPROVALSZ:\Clients\TND\DukeEnrgyCar\118874_ClaytonCtyGate\Design\Pipeline\CADD\Working\0228708_0228711\0228711_Ln473\Civil\PNG-C-473-0001020 - PNG-C-473-0001023.dwg 2/24/2021 4:27 PM
N/AN/AN/AN/ABURNS & McDONNELL CONSULTANTS, INC.STATE LICENSE # C-1435MATCH LINE 80+25MATCH LINE 70+25
05H03100C05I04001YTEMPORARY SILT FENCETEMPORARY SILT FENCETEMPORARY SILT FENCETEMPORARY SILT FENCEDISCIPLINE / RESOURCE CENTER / LINE NUMBERDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEDRAWING BYSHEET(S)DWG SCALEDWG DATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERACCOUNT NUMBERPROJECT NUMBERDRAWING NUMBERAPPROVALSREVISIONAREA CODESUPERSEDEDCHECKER INITIALSSTATION IDCOPYRIGHT 2018PNG__-C-473-0001023023 OF 351"=50' LINE 473ES&PC PLANCLAYTON, NCABR JTG CAM1853 0228711ABR01/15/20210 03-05-2021 ISSUED FOR CONSTRUCTIONGOLDSBORO RESOURCE CENTER, DUDLEY, NORTH CAROLINA18" RCP CLASS III CULVERT,REFER TO PROJECT 0228708MATCH LINE 80+25JTG03/05/2021 CAMLEGEND:TEMPORARY SILT FENCELIMITS OF DISTURBANCELODPLPROPERTY LINEC-473-000102529+008+00PROPOSED 8" PIPELINESFOSILT FENCE OUTLETC-473-00010255STREAMRIGHT-OF-WAY DIVERSIONS(SEE NOTE 6)C-473-00010273NOTES:1.CONTRACTOR SHALL INSTALL CONSTRUCTION EXIT AT ALL SITE ACCESSPOINTS.2.ALL TREES TO REMAIN SHALL BE PROTECTED WITH TREE PROTECTIONFENCING.3.ANY DISTURBED AREA LEFT IDLE FOR A PERIOD OF 14 DAYS OR LONGERSHALL BE STABILIZED WITH MULCHING AND TEMPORARY SEEDING WITHTHE EXCEPTION OF AGRICULTURAL FIELDS WHICH ONLY NEEDSTABILIZATION TO THE EXTENT REQUIRED TO AVOID TOP SOIL WASHINGAWAY. SEE DETAIL 1, SHEET C-473-0001026.4.STABILIZE ALL DISTURBED AREAS OUTSIDE OF THE CULTIVATED FIELDWITH PERMANENT SEEDING IN ACCORDANCE WITH DETAIL 2, SHEETC-473-0001026. ALL OTHER DISTURBED AREAS SHALL BE RESTORED TOORIGINAL CONDITIONS AS A CULTIVATED FIELD; PERMANENT SEEDINGWILL NOT BE UTILIZED.5.REFER TO SITE PLAN PNG-C-473-0001001 FOR OVERALL LIMITS OFDISTURBANCE, HDD ENTRY AND EXIT WORKSPACE, AND TEMPORARY ANDPERMANENT ACCESS ROADS.6.ADJUST RIGHT-OF-WAY DIVERSIONS AND ASSOCIATED SILT FENCEOUTLETS AS NECESSARY TO DIVERT WATER DOWNSTREAM OF SECTIONOF TRENCH THAT IS OPEN. MAINTAIN 125' SPACING.7.A 30-FOOT-WIDE PERMANENT EASEMENT WILL BE MAINTAINED FOLLOWINGCONSTRUCTION AS PERMITTED WITH USACE AND DWR. STREAM BED ANDBANKS WILL NOT BE IMPACTED DURING MAINTENANCE ACTIVITIES UNLESSADDITIONAL PERMITS FROM USACE AND DWR ARE ACQUIRED.COIR WATTLEC-473-00010254TEMPORARY GRAVELCONSTRUCTION ENTRANCEC-473-00010251C-473-00010253PROPOSED GRAVELSURFACE COURSECONCRETE WASHOUTC-473-00010263TIMBER MATSC-473-00010272STREAM BUFFERTEMPORARY CONSTRUCTION ENTRANCE,SEE DETAIL 1, SHEET C-473-0001025SFWBTEMPORARY SILT FENCECONCRETE WASHOUT18" WATTLE BARRIERTEMPORARY CONSTRUCTION ENTRANCE,SEE DETAIL 1, SHEET C-473-0001025LINE 473 FLOWERSPLANTATION RSREFER TO PROJECT0228708WETLANDSSTREAM, SEE WATERBODYCROSSING DETAILS ON SHEETC-473-0001028SFOSFOSFOSFOLIMITS OF DISTURBED AREAPIPELINE PROJECT: 14.21 ACPOINT OF CONTACT (CONSTRUCTION):CHARLIE GILMAN 252-339-1971ISSUED FORCONSTRUCTION15" CMP TEMPORARY CULVERT75'50'03/05/2021
LOS LOS
LOS
LOS
LOS
LOS
LOS
LOS
LOS
LOS
LOS
LOS
LOS
LOS
LOS
LOSLOS
LOS
LOS LOS LOS LOS LOS LOS LOS LOS LOS LOS LOS LOS
LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LODLODLODLODLODLODLODLOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD2.55%1.72%
1
.
3
4%
2
.
1
7%
1.82%2.62%3.34%1.48%0.60%
2
.
8
1%DA - 3AREA: 0.58 ACDA/100LF SILTFENCE: 0.25 ACDA - 4AREA: 0.45 ACDA/100LF SILTFENCE: 0.25 ACDA - 1AREA: 0.61 ACDA/100LF SILTFENCE: 0.22 ACDA - 2AREA: 0.63 ACDA/100LF SILTFENCE: 0.24 ACTEMPORARY CONSTRUCTION ENTRANCESEE DETAIL 1, SHEET PNG-C-473-0001025TEMPORARY CONSTRUCTION ENTRANCESEE DETAIL 1, SHEET PNG-C-473-0001025DA - 5AREA: 0.83 ACDA/100LF SILTFENCE: 0.24 ACDA - 6AREA: 0.86 ACDA/100LF SILTFENCE: 0.22 AC1.67%1.90%1.83%1.45%2.18%
1.69%TOPSOIL STOCKPILE AREALOS LOS LOSLOSLOSLOSLOSLOSLOSLOSLOSLOSLOSLOSLOSLOSLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODTOPSOIL STOCKPILE AREA01IN = 40FT4080NOTES:1.ALL DIMENSIONS SHOWN ARE IN FEET UNLESS NOTED OTHERWISE.2.CONTRACTOR SHALL MAINTAIN GROUND COVER STABILIZATION AT ALL TIMESVIA TEMPORARY SEEDING OR GRAVEL.3.ALL NON-GRAVELED AREAS SHALL BE MULCHED AND TEMPORARILY SEEDEDIN ACCORDANCE WITH NORTH CAROLINA EROSION AND SEDIMENT CONTROLPLANNING AND DESIGN MANUAL SECTIONS 6.10 AND 6.14. SEE DETAIL 1, SHEETC-473-0001026.4.ALL DISTURBED AREAS SHALL BE PERMANENTLY SEEDED BEFORE PROJECTCLOSEOUT. PERMANENT SEEDING SHALL BE SEEDED IN ACCORDANCE WITHNORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGNMANUAL SECTION 6.11. SEE DETAIL 2, SHEET C-473-0001026,5.CONTRACTOR SHALL KEEP ADJACENT ROADS AND DRIVEWAYS CLEAN OFSEDIMENT AND CONSTRUCTION DEBRIS. HWY SHALL BE SWEPT CLEAN DAILY.6.ONSITE SOILS ARE LOAMY SAND, 0-2% SLOPES, HYDROLOGIC SOIL GROUP BAND C.7.WETLANDS OR SURFACE WATERS ARE NOT WITHIN THE LAYDOWN YARDLIMITS OF DISTURBANCE.PNG-C-473-0001001, PNG-G-473-0001000REF. DWG(S) PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLYPROFESSIONAL ENG/ARCH STAMPDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERAPPROVALSZ:\Clients\TND\DukeEnrgyCar\118874_ClaytonCtyGate\Design\Pipeline\CADD\Working\0228708_0228711\0228711_Ln473\Civil\PNG-C-473-0001024.dwg 2/26/2021 12:30 PM
N/AN/AN/AN/ABURNS & McDONNELL CONSULTANTS, INC.STATE LICENSE # C-1435DISCIPLINE / RESOURCE CENTER / LINE NUMBERDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEDRAWING BYSHEET(S)DWG SCALEDWG DATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERACCOUNT NUMBERPROJECT NUMBERDRAWING NUMBERAPPROVALSREVISIONAREA CODESUPERSEDEDCHECKER INITIALSSTATION IDCOPYRIGHT 2018PNG__-C-473-0001024024 OF 351"=40' LINE 473LAYDOWN YARD ES&PC PLANCLAYTON, NCABR JTG CAM1853 0228711ABR01/15/20210 03-05-2021ISSUED FOR CONSTRUCTIONGOLDSBORO RESOURCE CENTER, DUDLEY, NORTH CAROLINALEGEND:SILT FENCELIMITS OF DISTURBANCELODPROPOSED 4" #57 STONE OVER WOVENGEOTEXTILE, MIRAFI HP370 OR APPROVED EQUALEXISTING CONTOURLIMITS OF DISTURBED AREACONTRACTOR LAYDOWNAREA & HAUL ROAD: 5.38 ACPOINT OF CONTACT (CONSTRUCTION):CHARLIE GILMAN 252-339-1971SFWBSFWBSFWBSFWBSFWBSILT FENCE WATTLE BREAKC-473-00010252C-473-00010255PONY FARM RD (SR 1570)CONTRACTOR HAUL ROUTEOVER PRIVATE ROADJTG03/05/2021 CAMLIMITS OF SURVEYLOSISSUED FORCONSTRUCTIONSFWBSFWBSFWBSFWBLAYDOWN YARD CONSTRUCTION SEQUENCE:1.INSTALL TEMPORARY CONSTRUCTION ENTRANCES AND ASSOCIATEDTEMPORARY CULVERTS.2.INSTALL PERIMETER EROSION CONTROL DEVICES AND WATTLE CHECK DAMS.3.STRIP THE PROPOSED LAYDOWN AREA OF TOPSOIL AND STOCKPILE INLOCATIONS SHOWN.4.INSTALL PERIMETER EROSION CONTROL AROUND TOPSOIL STOCKPILES ASSHOWN.5.STABILIZE TOPSOIL STOCKPILES WITH TEMPORARY SEEDING.6.INSTALL LAYDOWN YARD GRAVEL AS SHOWN.7.ALL NON-GRAVELED AREAS SHALL BE MULCHED AND TEMPORARILY SEEDED.8.INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES THROUGHOUTCONSTRUCTION.9.UPON CONSTRUCTION COMPLETION, REMOVE AND HAUL OFF ALL GRAVELAND ASSOCIATED MATERIALS.10.REPLACE THE STOCKPILED TOPSOIL EVENLY ACROSS THE AREAS IT WASSTRIPPED FROM.11.STABILIZE ALL DISTURBED AREAS OUTSIDE OF THE CULTIVATED FIELD WITHPERMANENT SEEDING.12.ALL OTHER DISTURBED AREAS SHALL BE RESTORED TO ORIGINALCONDITIONS AS A CULTIVATED FIELD. PERMANENT SEEDING WILL NOT BEUTILIZED.13.UPON NCDEQ APPROVAL, REMOVE ALL EROSION AND SEDIMENT CONTROLDEVICES.03/05/2021
SCALE:DETAILNTSREINFORCED TEMPORARY SILT FENCESCALE:DETAILNTSWATTLE BARRIERSCALE:DETAILNTSSILT FENCE OUTLETSCALE:DETAILNTSCONSTRUCTION ENTRANCE4" #57 STONE12" COMPACTED SUBGRADE COMPACTED TO 100% STANDARDPROCTOR MAX DRY DENSITY (ASTM D698)EXISTING SUBGRADESCALE:DETAILNTSGRAVEL SURFACE COURSEGEOTEXTILE FABRIC(NCDOT SECTION 1056, TYPE 1)NOTE:1.SEE NCDOT DESIGN STANDARDS, LATEST EDITION,AS INDICATED. ALL SUBSEQUENT AND RELEVANTSTANDARDS AND SPECIFICATIONS SHALL APPLY.\\bmcd\dfs\Clients\TND\DukeEnrgyCar\118874_ClaytonCtyGate\Design\Pipeline\CADD\Working\0228708_0228711\0228711_Ln473\Civil\PNG-C-473-0001025 - PNG-C-473-0001030.dwg 2/22/2021 12:34 PM
REF. DWG(S) PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLYPROFESSIONAL ENG/ARCH STAMPDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERAPPROVALS\\bmcd\dfs\Clients\TND\DukeEnrgyCar\118874_ClaytonCtyGate\Design\Pipeline\CADD\Working\0228708_0228711\0228711_Ln473\Civil\PNG-C-473-0001025 - PNG-C-473-0001030.dwg 2/22/2021 12:34 PM
N/AN/AN/AN/ADISCIPLINE / RESOURCE CENTER / LINE NUMBERDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEDRAWING BYSHEET(S)DWG SCALEDWG DATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERACCOUNT NUMBERPROJECT NUMBERDRAWING NUMBERAPPROVALSREVISIONAREA CODESUPERSEDEDCHECKER INITIALSSTATION IDCOPYRIGHT 2018PNG__-C-473-0001025025 OF 35NONE LINE 473EROSION CONTROL DETAILSCLAYTON, NCABR JTG CAM1853 0228711ABR01/15/20210 03-05-2021ISSUED FOR CONSTRUCTIONGOLDSBORO RESOURCE CENTER, DUDLEY, NORTH CAROLINABURNS & McDONNELL CONSULTANTS, INC.STATE LICENSE # C-1435JTG03/05/2021 CAMISSUED FORCONSTRUCTIONPNG-G-473-000100003/05/2021
seeding mixturespeciesRye (grain)Annual lespedeza (Kobe inPiedmont and Coastal Plain,Korean in Mountains)Rate (lb/acre)12050Omit annual lespedeza when duration of temporary cover is not toextend beyond June.seeding datesMountains—Above 2500 feet: Feb. 15 - May 15Below 2500 feet: Feb. 1- May 1Piedmont—Jan. 1 - May 1Coastal Plain—Dec. 1 - Apr. 15soil amendmentsFollow recommendations of soil tests or apply 2,000 lb/acre groundagricultural limestone and 750 lb/acre 10-10-10 fertilizer.mulchApply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting,or a mulch anchoring tool. A disk with blades set nearly straight can beused as a mulch anchoring tool.maintenanceRefertilize if growth is not fully adequate. Reseed, refertilize and mulchimmediately following erosion or other damage.seeding mixturespeciesGerman milletRate (lb/acre)40In the Piedmont and Mountains, a small-stemmed Sudangrass may besubstituted at a rate of 50 lb/acre.seeding datesMountains—May 15 - Aug. 15Piedmont—May 1 - Aug. 15Coastal Plain—Apr. 15 - Aug. 15soil amendmentsFollow recommendations of soil tests or apply 2,000 lb/acre groundagricultural limestone and 750 lb/acre 10-10-10 fertilizer.mulchApply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting,or a mulch anchoring tool. A disk with blades set nearly straight can beused as a mulch anchoring tool.maintenanceRefertilize if growth is not fully adequate. Reseed, refertilize and mulchimmediately following erosion or other damage.seeding mixturespeciesRye (grain)seeding datesMountains—Aug. 15 - Dec. 15Coastal Plain and Piedmont—Aug. 15 - Dec. 30soil amendmentsFollow soil tests or apply 2,000 lb/acre ground agricultural limestoneand 1,000 lb/acre 10-10-10 fertilizer.mulchApply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting,or a mulch anchoring tool. A disk with blades set nearly straight can beused as a mulch anchoring tool.maintenanceRepair and refertilize damaged areas immediately. Topdress with 50lb/acre of nitrogen in March. If it is necessary to extent temporarycover beyond June 15, overseed with 50 lb/acre Kobe (Piedmont andCoastal Plain) or Korean (Mountains) lespedeza in late February orearly March.Rate (lb/acre)120TEMPORARY SEEDING NOTES:1. COMPLETE GRADING BEFORE PREPARING SEEDBEDS, AND INSTALL ALLNECESSARY EROSION CONTROL PRACTICES SUCH AS, DIKES, WATERWAYS, ANDBASINS. MINIMIZE STEEP SLOPES BECAUSE THEY MAKE SEEDBED PREPARATIONDIFFICULT AND INCREASE THE EROSION HAZARD. IF SOILS BECOME COMPACTEDDURING GRADING, LOOSEN THEM TO A DEPTH OF 6-8 INCHES USING A RIPPER,HARROW, OR CHISEL PLOW.SEEDBED PREPARATION2. GOOD SEEDBED PREPARATION IS ESSENTIAL TO SUCCESSFUL PLANTESTABLISHMENT. A GOOD SEEDBED IS WELL-PULVERIZED, LOOSE, AND UNIFORM.WHERE HYDROSEEDING METHODS ARE USED, THE SURFACE MAY BE LEFT WITH AMORE IRREGULAR SURFACE OF LARGE CLODS AND STONES.3. LIMING—APPLY LIME ACCORDING TO SOIL TEST RECOMMENDATIONS. IF THE PH(ACIDITY) OF THE SOIL IS NOT KNOWN, AN APPLICATION OF GROUNDAGRICULTURAL LIMESTONE AT THE RATE OF 1 TO 1 1/2 TONS/ACRE ONCOARSE-TEXTURED SOILS AND 2-3 TONS/ACRE ON FINE-TEXTURED SOILS ISUSUALLY SUFFICIENT. APPLY LIMESTONE UNIFORMLY AND INCORPORATE INTOTHE TOP 4-6 INCHES OF SOIL. SOILS WITH A PH OF 6 OR HIGHER NEED NOT BELIMED.4. FERTILIZER—BASE APPLICATION RATES ON SOIL TESTS. WHEN THESE ARE NOTPOSSIBLE, APPLY A 10-10-10 GRADE FERTILIZER AT 700-1,000 LB/ACRE. BOTHFERTILIZER AND LIME SHOULD BE INCORPORATED INTO THE TOP 4-6 INCHES OFSOIL. IF A HYDRAULIC SEEDER IS USED, DO NOT MIX SEED AND FERTILIZER MORETHAN 30 MINUTES BEFORE APPLICATION.5. SURFACE ROUGHENING—IF RECENT TILLAGE OPERATIONS HAVE RESULTED IN ALOOSE SURFACE, ADDITIONAL ROUGHENING MAY NOT BE REQUIRED, EXCEPT TOBREAK UP LARGE CLODS. IF RAINFALL CAUSES THE SURFACE TO BECOMESEALED OR CRUSTED, LOOSEN IT JUST PRIOR TO SEEDING BY DISKING, RAKING,HARROWING, OR OTHER SUITABLE METHODS. GROOVE OR FURROW SLOPESSTEEPER THAN 3:1 ON THE CONTOUR BEFORE SEEDING (PRACTICE 6.03, SURFACEROUGHENING).PLANT SELECTION6. SELECT AN APPROPRIATE SPECIES OR SPECIES MIXTURE FROM TABLE 6.10A FORSEEDING IN LATE WINTER AND EARLY SPRING, TABLE 6.10B FOR SUMMER, ANDTABLE 6.10C FOR FALL.7. IN THE MOUNTAINS, DECEMBER AND JANUARY SEEDINGS HAVE POOR CHANCESOF SUCCESS. WHEN IT IS NECESSARY TO PLANT AT THESE TIMES, USERECOMMENDATIONS FOR FALL AND A SECURELY TACKED MULCH.SEEDING8. EVENLY APPLY SEED USING A CYCLONE SEEDER (BROADCAST), DRILL,CULTIPACKER SEEDER, OR HYDROSEEDER. USE SEEDING RATES GIVEN INTABLES 6.10A-6.10C. BROADCAST SEEDING AND HYDROSEEDING AREAPPROPRIATE FOR STEEP SLOPES WHERE EQUIPMENT CANNOT BE DRIVEN.HAND BROADCASTING IS NOT RECOMMENDED BECAUSE OF THE DIFFICULTY INACHIEVING A UNIFORM DISTRIBUTION.9. SMALL GRAINS SHOULD BE PLANTED NO MORE THAN 1 INCH DEEP, AND GRASSESAND LEGUMES NO MORE THAN 1/2 INCH. BROADCAST SEED MUST BE COVEREDBY RAKING OR CHAIN DRAGGING, AND THEN LIGHTLY FIRMED WITH A ROLLER ORCULTIPACKER. HYDROSEEDED MIXTURES SHOULD INCLUDE A WOOD FIBER(CELLULOSE) MULCH.MULCHING10. THE USE OF AN APPROPRIATE MULCH WILL HELP ENSURE ESTABLISHMENTUNDER NORMAL CONDITIONS, AND IS ESSENTIAL TO SEEDING SUCCESS UNDERHARSH SITE CONDITIONS (PRACTICE 6.14, MULCHING). HARSH SITE CONDITIONSINCLUDE:• SEEDING IN FALL FOR WINTER COVER (WOOD FIBER MULCHES ARE NOT CONSIDEREDADEQUATE FOR THIS USE),• SLOPES STEEPER THAN 3:1,• EXCESSIVELY HOT OR DRY WEATHER,• ADVERSE SOILS (SHALLOW, ROCKY, OR HIGH IN CLAY OR SAND), AND• AREAS RECEIVING CONCENTRATED FLOW.11. IF THE AREA TO BE MULCHED IS SUBJECT TO CONCENTRATED WATER FLOW, ASIN CHANNELS, ANCHOR MULCH WITH NETTING (PRACTICE 6.14, MULCHING).TEMPORARY SEEDING MAINTENANCE NOTES:1. RESEED AND MULCH AREAS WHERE SEEDLING EMERGENCE IS POOR, OR WHEREEROSION OCCURS, AS SOON AS POSSIBLE. DO NOT MOW. PROTECT FROMTRAFFIC AS MUCH AS POSSIBLE.PERMANENT SEEDING NOTES:SOIL PREPARATION1. PROPER SOIL PREPARATION IS NECESSARY FOR SUCCESSFUL SEED GERMINATION AND ROOTESTABLISHMENT. IT IS ALSO NECESSARY FOR ESTABLISHMENT OF ROOTED SPRIGS, SOD ANDWOODY PLANTS. HEAVILY COMPACTED SOILS PREVENT AIR, NUTRIENTS AND MOISTURE FROMREACHING ROOTS THEREBY RETARDING OR PREVENTING PLANT GROWTH. THE SUCCESS OFSITE STABILIZATION AND REDUCTION OF FUTURE MAINTENANCE ARE DEPENDENT ON ANADEQUATELY PREPARED SOIL BED. FOLLOWING ARE THE REQUIREMENTS FOR PREPARATIONOF AREAS TO BE VEGETATED BY GRASSING, SPRIGGING, SODDING, AND/OR PLANTING OFWOODY PLANTS:GENERAL REQUIREMENTS:2. PREPARATION FOR PRIMARY/PERMANENT STABILIZATION SHALL NOT BEGIN UNTIL ALLCONSTRUCTION AND UTILITY WORK WITHIN THE PREPARATION AREA IS COMPLETE. HOWEVER,IT MAY BE NECESSARY TO PREPARE FOR NURSE CROPS PRIOR TO COMPLETION OFCONSTRUCTION AND INSTALLATION OF UTILITIES.3. A NORTH CAROLINA DEPARTMENT OF AGRICULTURE SOILS TEST (OR EQUAL) SHALL BEOBTAINED FOR ALL AREAS TO BE SEEDED, SPRIGGED, SODDED OR PLANTED. RECOMMENDEDFERTILIZER AND PH ADJUSTING PRODUCTS SHALL BE INCORPORATED INTO THE PREPAREDAREAS AND BACKFILL MATERIAL PER THE TEST.4. ALL AREAS TO BE SEEDED OR PLANTED SHALL BE TILLED OR RIPPED TO A DEPTH SPECIFIED ONTHE APPROVED PLANS, CONSTRUCTION SEQUENCE AND/OR CONSTRUCTION BID LIST. RIPPINGCONSISTS OF CREATING FISSURES IN A CRISS-CROSS PATTERN OVER THE ENTIRE SURFACEAREA, UTILIZING AN IMPLEMENT THAT WILL NOT GLAZE THE SIDE WALLS OF THE FISSURES. SITEPREPARATION THAT DOES NOT COMPLY WITH THESE DOCUMENTS SHALL NOT BE ACCEPTABLE.THE DEPTH OF SOIL PREPARATION MAY BE ESTABLISHED AS A RANGE BASED ON THE APPROVALOF THE REVIEWING STATE OR LOCAL AGENCY. ONCE TILLED OR RIPPED ACCORDING TO THEAPPROVED PLAN, ALL AREAS ARE TO BE RETURNED TO THE APPROVED FINAL GRADE. PHMODIFIERS AND/OR OTHER SOIL AMENDMENTS SPECIFIED IN THE SOIL TESTS CAN BE ADDEDDURING THE SOIL PREPARATION PROCEDURE OR AS DESCRIBED BELOW.5. ALL STONES LARGER THAN THREE (3) INCHES ON ANY SIDE, STICKS, ROOTS, AND OTHEREXTRANEOUS MATERIALS THAT SURFACE DURING THE BED PREPARATION SHALL BE REMOVED.AREAS TO BE SEEDED:6. TILL OR DISC THE PREPARED AREAS TO BE SEEDED TO A MINIMUM DEPTH OF FOUR (4) INCHES.REMOVE STONES LARGER THAN THREE (3) INCHES ON ANY SIDE, STICKS, ROOTS AND OTHEREXTRANEOUS MATERIALS THAT SURFACE. IF NOT INCORPORATED DURING THE SOILPREPARATION PROCESS, ADD PH MODIFIER AND FERTILIZERS AT THE RATE SPECIFIED IN THESOIL TEST REPORT.7. RE-COMPACT THE AREA UTILIZING A CULTIPACKER ROLLER. THE FINISHED GRADE SHALL BE ASMOOTH EVEN SOIL SURFACE WITH A LOOSE, UNIFORMLY FINE TEXTURE. ALL RIDGES ANDDEPRESSIONS SHALL BE REMOVED AND FILLED TO PROVIDE THE APPROVED SURFACEDRAINAGE. SEEDING OF GRADED AREAS IS TO BE DONE IMMEDIATELY AFTER FINISHED GRADESARE OBTAINED AND SEEDBED PREPARATION IS COMPLETED.AREAS TO BE SPRIGGED, SODDED, AND/OR PLANTED:8. AT THE TIME OF PLANTING TILL OR DISC THE PREPARED AREAS TO A DEPTH OF FOUR (4) TO SIX(6) INCHES BELOW THE APPROVED FNISHED GRADE. REMOVE ALL STONES LARGER THANTHREE (3) INCHES ON ANY SIDE, STICKS, ROOTS AND OTHER EXTRANEOUS MATERIALS THATSURFACE. IF NOT INCORPORATED IN THE RIPPING PROCESS, ADD PH MODIFIER, FERTILIZER,AND OTHER RECOMMENDED SOIL AMENDMENTS.9. RE-COMPACT THE AREA UTILIZING A CULTIPACKER ROLLER AND PREPARE FNAL GRADES ASDESCRIBED ABOVE. INSTALL SPRIGS, SOD AND PLANTS AS DIRECTED IMMEDIATELY AFTER FINEGRADING IS COMPLETE. MULCH, MAT AND/OR TACK AS SPECIFIED. APPLY ASPHALT TACK AT ARATE OF 0.10 GALLONS PER SQUARE YARD. APPLY SYNTHETIC BINDERS AS RECOMMENDED BYTHE MANUFACTURER.PERMANENT SEEDING SCHEDULE:THE KINDS OF SEED AND FERTILIZER, AND THE RATES OF APPLICATION OF SEED, FERTILIZER,AND LIMESTONE, SHALL BE AS STATED BELOW. DURING PERIODS OF OVERLAPPING DATES,THE KIND OF SEED TO BE USED SHALL BE DETERMINED. ALL RATES ARE IN POUNDS PERACRE.MARCH 1 - AUGUST 31SEPTEMBER 1 - FEBRUARY 2850# TALL FESCUE50# TALL FESCUE10# CENTIPEDE10# CENTIPEDE25# BERMUDAGRASS (HULLED) 35# BERMUDAGRASS (UNHULLED)500# FERTILIZER500# FERTILIZER4000# LIMESTONE4000# LIMESTONESCALE:DETAILNTSTEMPORARY SEEDINGSCALE:DETAILNTSPERMANENT SEEDINGSCALE:DETAILNTSCONCRETE WASHOUTSCALE:DETAILNTSWETLAND & RIPARIAN SEEDINGNATIVE GRASS SEEDING SHALL BE PERFORMED ON THE DISTURBED AREAS OF WETLANDS ANDRIPARIAN AREAS, AND ADJACENT TO STREAM RELOCATION CONSTRUCTION WITHIN A 50 FOOT ZONEON BOTH SIDES OF THE STREAM OR DEPRESSION, MEASURED FROM TOP OF STREAM BANK ORCENTER OF DEPRESSION. THE STREAM BANK OF THE STREAM RELOCATION SHALL BE SEEDED BY AMETHOD THAT DOES NOT ALTER THE TYPICAL CROSS SECTION OF THE STREAM BANK. NATIVE GRASSSEEDING SHALL ALSO BE PERFORMED IN THE PERMANENT SOIL REINFORCEMENT MAT SECTION OFPREFORMED SCOUR HOLES, AND IN OTHER AREAS AS DIRECTED.THE KINDS OF SEED, AND THE RATES OF APPLICATION OF SEED, SHALL BE AS STATED BELOW.DURING PERIODS OF OVERLAPPING DATES, THE KIND OF SEED TO BE USED SHALL BE DETERMINED.ALL RATES ARE IN POUNDS PER ACRE.MARCH 1 - AUGUST 31SEPTEMBER 1 - FEBRUARY 2818# CREEPING RED FESCUE18# CREEPING RED FESCUE6# INDIANGRASS6# INDIANGRASS8# LITTLE BLUESTEM8# LITTLE BLUESTEM4# SWITCHGRASS4# SWITCHGRASS25# BROWNTOP MILLET35# RYE GRAINAPPROVED CREEPING RED FESCUE CULTIVARS:ABERDEENBOREAL EPIC CINDY LOU
\\bmcd\dfs\Clients\TND\DukeEnrgyCar\118874_ClaytonCtyGate\Design\Pipeline\CADD\Working\0228708_0228711\0228711_Ln473\Civil\PNG-C-473-0001025 - PNG-C-473-0001030.dwg 2/22/2021 12:35 PM
REF. DWG(S) PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLYPROFESSIONAL ENG/ARCH STAMPDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERAPPROVALS\\bmcd\dfs\Clients\TND\DukeEnrgyCar\118874_ClaytonCtyGate\Design\Pipeline\CADD\Working\0228708_0228711\0228711_Ln473\Civil\PNG-C-473-0001025 - PNG-C-473-0001030.dwg 2/22/2021 12:35 PM
N/AN/AN/AN/ABURNS & McDONNELL CONSULTANTS, INC.STATE LICENSE # C-1435DISCIPLINE / RESOURCE CENTER / LINE NUMBERDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEDRAWING BYSHEET(S)DWG SCALEDWG DATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERACCOUNT NUMBERPROJECT NUMBERDRAWING NUMBERAPPROVALSREVISIONAREA CODESUPERSEDEDCHECKER INITIALSSTATION IDCOPYRIGHT 2018PNG__-C-473-0001026026 OF 35NONE LINE 473EROSION CONTROL DETAILSCLAYTON, NCABR JTG CAM1853 0228711ABR01/15/20210 03-05-2021ISSUED FOR CONSTRUCTIONGOLDSBORO RESOURCE CENTER, DUDLEY, NORTH CAROLINAJTG03/05/2021 CAMISSUED FORCONSTRUCTIONPNG-G-473-000100003/05/2021
SCALE:DETAILNTSTEMPORARY STREAM CROSSINGCONSTRUCTION ACCESS ROAD6" #5 OR #57 STONE INACCORDANCE WITHSECTION1005 OF NCDOTSTANDARD SPECIFICATIONCROSS PIPE(S): SIZEDETERMINED BYCONTRACTORCLASS B STONECLASS B STONESTREAM CHANNEL#5 OR #57 STONE, 6" DEPTH (MIN.)12" MIN.CLASS B STONECROSS PIPE(S) (SEE NOTE)DOUBLE WALL CORRUGATED METAL PIPEVAR.10:110:110:1 10:1 VAR.NATURALGROUNDNATURALGROUNDGEOTEXTILE FORDRAINAGENOTE:1. PIPE(S) FOR TEMPORARY STREAM CROSSING SHALL BE DESIGNED TO PASS THEPEAK OR BANKFULL FLOW, WHICHEVER IS LESS, FROM A 2-YEAR PEAK STORM,WITHOUT OVER TOPPING.SECTION A-ANOT TO SCALESCALE:DETAILNTSTIMBER MATSWETLANDAREAWETLANDAREAS
L
O
P
E
S
L
O
P
ETIMBER MATSMAINTENANCE NOTES:1. REMOVE AND DISPOSE OF SILT ACCUMULATIONS WHEN THEDEPTH REACHES ONE-HALF OF THE HEIGHT OF THE PERIMETERWATTLES.2. REPLACE OR CLEAN THE WATTLES AS NEEDED TO ALLOWRUNOFF TO SLOWLY DEWATER THROUGH THE DEVICE BETWEENRAIN EVENTS.3. MONITOR THE WOODEN STAKES AND STAPLES TO ENSURE THATTHE WATTLES REMAIN SECURELY ANCHORED AFTER RAINEVENTS.4. MONITOR DAILY TO SUPPLEMENT / REFURBISH / REPLACE MATSTO ENSURE PROPER FUNCTIONALITY.5. CLEAN ANY ERODIBLE MATERIAL OR POLLUTANT TRACKED ONTOTHE MATS IMMEDIATELY.6. TIMBER MATS AND ALL OTHER MATERIALS SHALL BECOMPLETELY REMOVED DURING FINAL CLEAN-UP. REMOVAL OFTHIS STRUCTURE IS NOT CONTINGENT UPON ESTABLISHMENTOF PERMANENT VEGETATION.7. ATTEMPT TO USE NO MORE THAN TWO (2) LAYERS OF TIMBERMATS IN WETLANDS.8. TIMBER MATS SHALL EXTEND A MINIMUM OF 15 FEET OUTSIDEOF WETLAND BOUNDARIES.9. INSTALL EARTHEN RAMP APPROACHES TO TIMBER MATS.EARTHEN RAMPS TO BE CONSTRUCTED OF UPLAND MATERIAL.TOP SOIL SHALL NOT BE USED.10. INSTALL TIMBER MATS IN WORK AREA AS NEEDED. POSITION ASERIES OF TIMBER MATS AS NEEDED TO CREATE A SAFE, FLAT,WORK AREA. MATS SHALL BE POSITIONED TO BUTT UP AGAINSTEACH OTHER AND INTERLOCK OR ATTACH TO EACH OTHER.11. EROSION CONTROL DEVICES SHALL BE INSTALLED ADJACENT TOTIMBER MATS AS SHOWN ON THE PLAN DRAWINGS.12. CONTRACTOR SHALL PREVENT THE INTRODUCTION OF UPLANDSOILS OR OTHER MATERIALS INTO WETLANDS.WATTLES TOABUT TIMBERMATSWATTLES TO ABUT TIMBER MATS.USE 1 FOOT OVERLAP ONADJOINING WATTESCONSTRUCTION SPECIFICATIONS1.INSTALL THE DIVERSION AS SOON AS THE RIGHT-OF-WAY HAS BEEN CLEARED AND GRADED.2.DISK THE BASE FOR THE CONSTRUCTED RIDGE BEFORE PLACING FILL.3.TRACK THE RIDGE TO COMPACT IT TO THE DESIGN CROSS SECTION.4.LOCATE THE OUTLET ON AN UNDISTURBED AREA. ADJUST FIELD SPACING OF THE DIVERSION TO USETHE MOST STABLE OUTLET AREAS. WHEN NATURAL AREAS ARE NOT DEEMED SATISFACTORY, PROVIDEOUTLET PROTECTION.5.IMMEDIATELY SEED AND MULCH THE PORTIONS OF THE DIVERSIONS NOT SUBJECT TO CONSTRUCTIONTRAFFIC. STABILIZE WITH GRAVEL AREAS TO BE CROSSED BY VEHICLES.MAINTENANCEPERIODICALLY INSPECT RIGHT-OF-WAY DIVERSIONS FOR WEAR AND AFTER EVERY HEAVY RAINFALLFOR EROSION DAMAGE. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA, AND REPAIR THE DIKE. CHECK OUTLET AREAS, AND MAKE TIMELY REPAIRS AS NEEDED. WHEN PERMANENT ROAD DRAINAGE IS ESTABLISHED AND THE AREA ABOVE THE TEMPORARY RIGHT-OF-WAY DIVERSIONS IS PERMANENTLY STABILIZED, REMOVE THE DIKE, AND FILL THE CHANNEL TO BLEND WITH THE NATURALGROUND, AND APPROPRIATELY STABILIZE THE DISTURBED AREA.PERSPECTIVE VIEWPROFILE VIEWSCALE:DETAILNTSRIGHT-OF-WAY DIVERSION\\bmcd\dfs\Clients\TND\DukeEnrgyCar\118874_ClaytonCtyGate\Design\Pipeline\CADD\Working\0228708_0228711\0228711_Ln473\Civil\PNG-C-473-0001025 - PNG-C-473-0001030.dwg 2/22/2021 12:36 PM
REF. DWG(S) PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLYPROFESSIONAL ENG/ARCH STAMPDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERAPPROVALS\\bmcd\dfs\Clients\TND\DukeEnrgyCar\118874_ClaytonCtyGate\Design\Pipeline\CADD\Working\0228708_0228711\0228711_Ln473\Civil\PNG-C-473-0001025 - PNG-C-473-0001030.dwg 2/22/2021 12:36 PM
N/AN/AN/AN/ABURNS & McDONNELL CONSULTANTS, INC.STATE LICENSE # C-1435DISCIPLINE / RESOURCE CENTER / LINE NUMBERDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEDRAWING BYSHEET(S)DWG SCALEDWG DATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERACCOUNT NUMBERPROJECT NUMBERDRAWING NUMBERAPPROVALSREVISIONAREA CODESUPERSEDEDCHECKER INITIALSSTATION IDCOPYRIGHT 2018PNG__-C-473-0001027027 OF 35NONE LINE 473EROSION CONTROL DETAILSCLAYTON, NCABR JTG CAM1853 0228711ABR01/15/20210 03-05-2021ISSUED FOR CONSTRUCTIONGOLDSBORO RESOURCE CENTER, DUDLEY, NORTH CAROLINAJTG03/05/2021 CAMISSUED FORCONSTRUCTIONPNG-G-473-000100003/05/2021
PLAN VIEW1.METHOD APPLIES TO WATERBODIES THAT ARE NOT STATE-DESIGNATED FISHERIES WHERE FLUME CROSSINGSARE NOT REQUIRED.1.1.IF TOPOGRAPHY PERMITS TEMPORARY EQUIPMENT BRIDGE INSTALLATION, THE CONTRACTOR SHALLTRENCH, STRING, WELD, COAT, WEIGHT (IF NECESSARY), LOWER IN AND BACKFILL UTILIZING THE MAINLINE CREW TRAVELING OVER THE BRIDGE.1.2.IF TOPOGRAPHY PROHIBITS INSTALLATION OF A TEMPORARY EQUIPMENT BRIDGE, CONTRACTOR SHALLTRENCH UP TO BOTH SIDES OF CROSSING; STRING, WELD, COAT AND WEIGHT (IF NECESSARY) USING THEMAINLINE CREW. IN STREAM EXCAVATION, LOWER IN, AND BACKFILL WILL UTILIZES A CLAM OR HOESWORKING FROM THE BANKS.2.SCHEDULE CROSSING DURING LOW FLOW PERIOD IF POSSIBLE.3.COMPLETE ALL IN-STREAM ACTIVITIES WITHIN 24 HOURS IF FEASIBLE.4.NO REFUELING OF MOBILE EQUIPMENT WITHIN 125 FEET OF WATERBODY. REFUEL STATIONARY EQUIPMENT ASPER THE SPCC PLAN.5.INSTALLATION OF TEMPORARY EQUIPMENT CROSSING IS REQUIRED AT ALL STATE-DESIGNATED FISHERIESAND IS OPTIONAL AT THE DISCRETION OF THE COMPANY'S INSPECTOR AT ALL OTHER CROSSINGS. IF ATEMPORARY EQUIPMENT CROSSING IS INSTALLED, IT MUST BE BUILT IN ACCORD WITH SECTION PERMITS.6.IN AGRICULTURAL LAND, STRIP TOPSOIL FROM SPOIL STORAGE AREA.7.CONSTRUCT WATTLES ALONG THE SIDES OF STOCKPILES AND ACROSS THE ENTIRE CONSTRUCTION R.O.W. TOPREVENT SILT LADEN WATER AND SPOIL FROM FLOWING BACK INTO WATERBODY. BARRIERS MAY BETEMPORARILY REMOVE TO ALLOW CONSTRUCTION ACTIVITIES BUT MUST BE REPLACED BY THE END OF EACHWORK DAY.8.IN-STREAM SPOIL TO BE STORED OUT OF THE STREAM CHANNEL A MINIMUM OF 10 FEET FROM THE WATEREDGE AND WITHIN THE CONSTRUCTION R.O.W. UNLESS DEPICTED OTHERWISE IN SITE SPECIFIC CROSSINGPLANS. TEMPORARY WORKSPACE MUST BE A MINIMUM OF 25' FROM THE WATERS EDGE.9.TRENCH THROUGH WATERCOURSE USING MAINLINE EXCAVATION EQUIPMENT WHERE PRACTICAL.10.INSTALL SOFT PLUGS AT THE EDGE OF STREAM BANKS UNTIL JUST PRIOR TO PIPE INSTALLATION TO CONTROLWATER FLOW & TRENCH SLOUGHING.11.MAINTAIN STREAM FLOW THROUGHOUT CROSSING CONSTRUCTION.12.BACKFILL WITH NATIVE MATERIAL.13.RESTORE WATERBODY CHANNEL TO APPROXIMATE PRE-CONSTRUCTION PROFILE AND SUBSTRATE.14.RESTORE AND SLOPE BACK STREAM BANKS TO A SLOPE OF NO GREATER THAN 2:1, SEED WITH RIPRARIANSEED MIX, AND STABILIZE WITH EROSION CONTROL MATTING THAT DOES NOT CONTAINPOLYPROPHYLENE/PLASTIC NETTING.15.ALL DIMENSIONS INDICATED SHALL BE DETERMINED BY ACTUAL CONSTRUCTION CONDITIONS.1.METHOD APPLIES TO CROSSINGS WHERE NO FLOWING WATER IS PRESENT AT THE TIME OFCROSSING.2.CONTRACTOR MAY "MAINLINE THROUGH" THE CROSSING OR UP TO BOTH SIDES OF THE CROSSING;STRING, WELD, COAT, AND WEIGHT (IF NECESSARY), USING THE MAINLINE CREW WITH THE PIPESKIDDED OVER THE CROSSING.3.NO REFUELING OF MOBILE EQUIPMENT WITHIN 125 FEET OF DRY CHANNEL. REFUEL STATIONARYEQUIPMENT AS PER THE SPCC PLAN.4.INSTALLATION OF TEMPORARY EQUIPMENT CROSSING IS OPTIONAL AT THE DISCRETION OF THECOMPANY'S REPRESENTATIVE.5.IN AGRICULTURAL LAND, STRIP TOPSOIL FROM SPOIL STORAGE AREA. STOCKPILE TOPSOIL ANDSPOIL SEPARATELY. TOPSOIL AND SPOIL WILL NOT BE STOCKPILED IN THE CROSSING CHANNELAND WILL BE PLACED A MINIMUM OF 10 FEET FROM CROSSING BANKS WITHIN THE CONSTRUCTIONR.O.W.6.CONSTRUCT WATTLES ACROSS THE ENTIRE CONSTRUCTION R.O.W. FOLLOWING CLEARING ANDGRADING AND MAINTAIN UNTIL CONSTRUCTION OF THE CROSSING. EROSION CONTROL MEASURESSHALL BE REINSTALLED IMMEDIATELY FOLLOWING BACKFILLING OF TRENCH AND STABILIZATIONOF BANKS. BARRIERS MAY BE TEMPORARILY REMOVED TO ALLOW CONSTRUCTION ACTIVITIES BUTMUST BE REPLACED BY THE END OF EACH WORK DAY.7.IN-STREAM SPOIL TO BE STORED OUT OF THE STREAM CHANNEL A MINIMUM OF 10 FEET FROMHIGH BANK AND WITHIN THE CONSTRUCTION R.O.W. UNLESS DEPICTED OTHERWISE IN SITESPECIFIC CROSSING PLANS.8.BACKFILL WITH NATIVE MATERIAL.9.RESTORE CROSSING CHANNEL TO APPROXIMATE PRE-CONSTRUCTION PROFILE AND SUBSTRATE.10.RESTORE AND SLOPE BACK STREAM BANKS TO A SLOPE OF NO GREATER THAN 2:1, SEED WITHRIPRARIAN SEED MIX, AND STABILIZE WITH EROSION CONTROL MATTING THAT DOES NOT CONTAINPOLYPROPHYLENE/PLASTIC NETTING.11.ALL DIMENSIONS INDICATED SHALL BE DETERMINED BY ACTUAL CONSTRUCTION CONDITIONS.NOTES:NOTES:SCALE:DETAILNTSTYPICAL FLOWING WATERBODYCROSSING OPEN CUT TRENCHINGSCALE:DETAILNTSTYPICAL NON- FLOWING WATERBODYCROSSING OPEN CUT TRENCHINGWATTLES (SEE NOTE 6)WATTLES (SEE NOTE 6)WATTLES (SEE NOTE 6)WATTLES (SEE NOTE 6)SCALE:DETAILNTSOPEN CUT DRY FLUMEAND WEIGHTEDPIPE WELDED, COATEDEQUIPMENT CROSSINGTEMPORARYPLAN VIEWSOFT PLUGBARRIERSEDIMENTBARRIERSEDIMENTBARRIERSEDIMENTSEDIMENTTOPSOILTOPSOILSPOIL PILE SPOIL PILEFLOWWATERBODY(IF NECESSARY)10'10' (TYP.)BARRIERCONSTRUCTION R.O.W. WIDTHCOIR WATTLESPOILIN-STREAMIN-STREAM SPOIL(TYP.)EXTRA TEMPORARY WORKSPACEOPTIONAL(SEE NOTE 10)25' (TYP.)TRENCHSEE NOTE9PLANNOTES:1.METHOD APPLIES TO WATERBODIES WHEREDOWNSTREAM SILTATION MUST BE AVOIDED.FLUMES ARE GENERALLY NOT RECOMMENDED FORUSE ON WATERBODIES WITH A BROAD UNCONFINEDCHANNEL, PERMEABLE SUBSTRATE, EXCESSIVEDISCHARGE, OR WHERE A SIGNIFICANT AMOUNT OFBED OR BANK ALTERATION IS REQUIRED TOINSTALL FLUMES OR DAMS.2.SCHEDULE CROSSING DURING LOW FLOW PERIODIF POSSIBLE.3.COMPLETE ALL WATERCOURSE ACTIVITIES ASEXPEDIENTLY AS POSSIBLE.4.NO REFUELING OF MOBILE EQUIPMENT WITHIN 100FEET OF WATERBODY. REFUEL STATIONARYEQUIPMENT AS PER SPCC PLAN.5.INSTALL TEMPORARY EQUIPMENT CROSSING.6.IN AGRICULTURAL LAND, STRIP TOPSOIL FROMSPOIL STORAGE AREA.7.IN-STREAM SPOIL TO BE STORED ON BANKS AMINIMUM OF 10 FEET FROM TOP OF THE BANK.8.LEAVE HARD PLUGS AT THE STREAM BANK EDGEUNTIL JUST PRIOR TO PIPE INSTALLATION.9.SIZE FLUME TO HANDLE 150% ANTICIPATED FLOWS.INSTALL FLUME IN WATERCOURSE AND MAINTAINCORRECT ALIGNMENT UNTIL REMOVED.10.CONSTRUCT UPSTEAM DAM FOLLOWED BYDOWNSTREAM DAM. INSTALL A FLANGE ONUPSTREAM END OF FLUME AND SEAL TOSUBSTRATE WITH SANDBAGS AND POLYETHYLENELINER WHERE NECESSARY TO ENSURE A WATERTIGHT BARRIER. "KEY" DAMS INTO BANKS ORCONSTRUCT SECONDARY DAM, IF NECESSARY.40'SPOIL PILEBACKHOESPOIL PILESEDIMENTBARRIERIN-STREAMSPOILFLOWSTANDARD DAMIN-STREAMSPOILSEDIMENTBARRIER40'PIPE WELDED, COATEDAND WEIGHTED(IF NECESSARY)HARD PLUGBACKHOE40'25'WATERBODYEXTRA TEMP. WORKSPACE(AS REQUIRED)CONSTRUCTIONR.O.W. WIDTHTRENCHTOPSOILSEDIMENTBARRIERTOPSOILSEDIMENTBARRIERSTANDARD DAM25'40'SEE NOTE 1211.PUMP STREAM CHANNEL BETWEEN DAMS, IFNECESSARY. DISCHARGE WATER THROUGH ADEWATERING STRUCTURE AND ONTO A STABLEWELL VEGETATED AREA TO PREVENT EROSIONAND SEDIMENTATION. NO HEAVILY SILT-LADENWATER MAY BE DISCHARGED IN THE STREAM.12.CONSTRUCT SEDIMENT BARRIERS (FILTER SOCKAND/ OR SILT FENCE) TO PREVENT SILT LADENWATER AND SPOIL FROM FLOWING BACK INTOWATERCOURSE. CONSTRUCTED SEDIMENTBARRIERS SHALL EXTEND ALONG THE SIDES OFTHE STOCKPILES AND THE ENDS OF DAMS.BARRIERS MAY BE TEMPORARILY REMOVED TOALLOW CONSTRUCTION ACTIVITIES BUT MUST BEREPLACED BY THE END OF EACH WORK DAY.13.COMPLETE PREFABRICATION OF IN-STREAM PIPESECTION AND WEIGHT PIPE AS NECESSARY PRIORTO COMMENCEMENT OF IN-STREAM ACTIVITY.14.TRENCH THROUGH WATERCOURSE. INSTALLTEMPORARY (SOFT) PLUGS, IF NECESSARY, TOCONTROL WATER FLOW AND TRENCHSLOUGHING.15.MAINTAIN STREAM FLOW, IF PRESENT, THROUGHFLUME THROUGHOUT CROSSING CONSTRUCTION.16.LOWER-IN PIPE, INSTALL TRENCH PLUG ANDBACKFILL IMMEDIATELY.17.BACKFILL WITH NATIVE MATERIAL.18.RESTORE WATERCOURSE CHANNEL TOAPPROXIMATE PRE-CONSTRUCTION PROFILE ANDSUBSTRATE.19.RESTORE STREAM BANKS TO APPROXIMATEORIGINAL CONDITION AND STABILIZE, ASREQUIRED.HARDPLUGFLUME(STEEL PIPE)\\bmcd\dfs\Clients\TND\DukeEnrgyCar\118874_ClaytonCtyGate\Design\Pipeline\CADD\Working\0228708_0228711\0228711_Ln473\Civil\PNG-C-473-0001025 - PNG-C-473-0001030.dwg 2/22/2021 12:38 PM
REF. DWG(S) PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLYPROFESSIONAL ENG/ARCH STAMPDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERAPPROVALS\\bmcd\dfs\Clients\TND\DukeEnrgyCar\118874_ClaytonCtyGate\Design\Pipeline\CADD\Working\0228708_0228711\0228711_Ln473\Civil\PNG-C-473-0001025 - PNG-C-473-0001030.dwg 2/22/2021 12:38 PM
N/AN/AN/AN/ABURNS & McDONNELL CONSULTANTS, INC.STATE LICENSE # C-1435DISCIPLINE / RESOURCE CENTER / LINE NUMBERDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEDRAWING BYSHEET(S)DWG SCALEDWG DATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERACCOUNT NUMBERPROJECT NUMBERDRAWING NUMBERAPPROVALSREVISIONAREA CODESUPERSEDEDCHECKER INITIALSSTATION IDCOPYRIGHT 2018PNG__-C-473-0001028028 OF 35NONE LINE 473EROSION CONTROL DETAILSCLAYTON, NCABR JTG CAM1853 0228711ABR01/15/20210 03-05-2021ISSUED FOR CONSTRUCTIONGOLDSBORO RESOURCE CENTER, DUDLEY, NORTH CAROLINAJTG03/05/2021 CAMISSUED FORCONSTRUCTIONPNG-G-473-000100003/05/2021
\\bmcd\dfs\Clients\TND\DukeEnrgyCar\118874_ClaytonCtyGate\Design\Pipeline\CADD\Working\0228708_0228711\0228711_Ln473\Civil\PNG-C-473-0001025 - PNG-C-473-0001030.dwg 2/22/2021 12:39 PM
REF. DWG(S) PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLYPROFESSIONAL ENG/ARCH STAMPDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERAPPROVALS\\bmcd\dfs\Clients\TND\DukeEnrgyCar\118874_ClaytonCtyGate\Design\Pipeline\CADD\Working\0228708_0228711\0228711_Ln473\Civil\PNG-C-473-0001025 - PNG-C-473-0001030.dwg 2/22/2021 12:39 PM
N/AN/AN/AN/ABURNS & McDONNELL CONSULTANTS, INC.STATE LICENSE # C-1435DISCIPLINE / RESOURCE CENTER / LINE NUMBERDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEDRAWING BYSHEET(S)DWG SCALEDWG DATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERACCOUNT NUMBERPROJECT NUMBERDRAWING NUMBERAPPROVALSREVISIONAREA CODESUPERSEDEDCHECKER INITIALSSTATION IDCOPYRIGHT 2018PNG__-C-473-0001029029 OF 35NONE LINE 473EROSION CONTROL DETAILSCLAYTON, NCABR JTG CAM1853 0228711ABR01/15/20210 03-05-2021ISSUED FOR CONSTRUCTIONGOLDSBORO RESOURCE CENTER, DUDLEY, NORTH CAROLINAJTG03/05/2021 CAMISSUED FORCONSTRUCTIONPNG-G-473-000100003/05/2021
\\bmcd\dfs\Clients\TND\DukeEnrgyCar\118874_ClaytonCtyGate\Design\Pipeline\CADD\Working\0228708_0228711\0228711_Ln473\Civil\PNG-C-473-0001025 - PNG-C-473-0001030.dwg 2/22/2021 12:45 PM
REF. DWG(S) PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLYPROFESSIONAL ENG/ARCH STAMPDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERAPPROVALS\\bmcd\dfs\Clients\TND\DukeEnrgyCar\118874_ClaytonCtyGate\Design\Pipeline\CADD\Working\0228708_0228711\0228711_Ln473\Civil\PNG-C-473-0001025 - PNG-C-473-0001030.dwg 2/22/2021 12:45 PM
N/AN/AN/AN/ABURNS & McDONNELL CONSULTANTS, INC.STATE LICENSE # C-1435DISCIPLINE / RESOURCE CENTER / LINE NUMBERDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEDRAWING BYSHEET(S)DWG SCALEDWG DATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERACCOUNT NUMBERPROJECT NUMBERDRAWING NUMBERAPPROVALSREVISIONAREA CODESUPERSEDEDCHECKER INITIALSSTATION IDCOPYRIGHT 2018PNG__-C-473-0001030030 OF 35NONE LINE 473EROSION CONTROL DETAILSCLAYTON, NCABR JTG CAM1853 0228711ABR01/15/20210 03-05-2021ISSUED FOR CONSTRUCTIONGOLDSBORO RESOURCE CENTER, DUDLEY, NORTH CAROLINAJTG03/05/2021 CAMISSUED FORCONSTRUCTIONPNG-G-473-000100003/05/2021
SANDBAGS30'-35' INSIDE DIAMETERDIVERTER PIPE(20" DIA. X 10'LENGTH MIN.)DISCHARGE PIPE(10.75" DIA. )SAND BAG SUPPORT TO INSURETHAT DISCHARGE PIPE DOES NOTREST ON HAY BALE STRUCTUREHAY BALENATURAL GRADESLOPEN
A
T
U
R
A
L

G
R
A
D
ESLOPE NATURAL GRADESLOPE2'MINIMUMINSTALL GEOTEXTILEFABRIC BENEATH ENTIREDEWATERING STRUCTURETO PREVENT SCOURINGNOTES:1. STRUCTURE SHALL BE PLACED ON A SUITABLE, WELLVEGETATED SITE SUCH THAT WATER WILL FLOW AWAYFROM STRUCTURE AND ANY WORK AREAS.2. FLOW RATES THROUGH DISCHARGE AND DIVERTER PIPESSHALL BE SUCH THAT STRUCTURE WILL NOT OVERFLOW ORAT A RATE NOT GREATER THAN SPECIFIED BY ANY AGENCYPERMIT IF APPLICABLE.3. WHERE CONDITIONS WARRANTED, A 30" X 30"RECTANGULAR STRUCTURE MAY BE SUBSTITUTED FOR THECIRCULAR CONFIGURATION SHOWN.4. DIMENSIONS SHOWN ARE THE MINIMUM ACCEPTABLEVALUES AND MAY VARY DEPENDING ON SPECIFIC LOCATION.5. CONTRACTOR SHALL PROPERLY REMOVE AND DISPOSE OFDEWATERING STRUCTURE IMMEDIATELY UPON COMPLETIONOF DEWATERING PROCEDURE. UNDER NO CIRCUMSTANCESSHALL USED DEWATERING STRUCTURES BE LEFT IN PLACEFOR ANY PERIOD OF TIME GREATER THAN 48 HOURS AFTERTO COMPLETION OF DEWATERING PROCEDURE.GEOTEXTILE FABRICNATURAL GRADENOTES:1. STAKES SECURING "HIGH EFFICIENCY AIRFILTER MEDIA" AND CHICKEN WIRE FENCEARE NOT SHOWN FOR CLARITY PROPOSES.2" X 2" WOODEN STAKE (TYP.)CHICKEN SIRE FENCE SECUREDTO 2" X 2" WOODEN POSTS.WIRE TO EXTEND BENEATH BALES.GEOTEXTILE FABRIC TO BEINSTALLED BEHIND WIRE FENCE2 LAYERS OF 2' X 2' X 4' SECURELYTIED BALES OF HAY OR STRAWINSTALL A LAYER OF "HIGHEFFICIENCY AIR FILTER MEDIA"BETWEEN ROWS OF HAY ORSTRAW BALESSAND BAGSNATURAL GRADESAND BAGS90° 20" ELBOW90° 20" ELBOW10 1/4" DISCHARGE PIPE20" DIVERTER PIPEBSECTIONNOT TO SCALEBAASECTIONNOT TO SCALEZ:\Clients\TND\DukeEnrgyCar\118874_ClaytonCtyGate\Design\Pipeline\CADD\Working\0228708_0228711\0228711_Ln473\Civil\PNG-C-473-0001033 - PNG-C-473-0001035.dwg 2/26/2021 2:40 PMPROFESSIONAL ENG/ARCH STAMPDISCIPLINE / RESOURCE CENTER / LINE NUMBERDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEDRAWING BYSHEET(S)DWG SCALEDWG DATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERACCOUNT NUMBERPROJECT NUMBERDRAWING NUMBERAPPROVALSREVISIONAREA CODESUPERSEDEDCHECKER INITIALSSTATION IDCOPYRIGHT 2018PNG__-C-473-0001033031 OF 35NONE LINE 473CONSTRUCTION DETAILSCLAYTON, NCMJD CNS CAM1853 0228711MJD01/15/20210 03-05-2021ISSUED FOR CONSTRUCTIONGOLDSBORO RESOURCE CENTER, DUDLEY, NORTH CAROLINAN/AN/AN/AN/A PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLYBURNS & McDONNELL CONSULTANTS, INC.STATE LICENSE # C-1435SCALE:DETAILNTSDEWATER DETAILCNS03/05/2021 CAMISSUED FORCONSTRUCTIONREF. DWG(S)PNG-G-473-000100003/05/2021
+/-12'6'+/-4'+/- 32'+/- 50'+/-25' MIN. / VARIESCONSTRUCTION RIGHT-OF-WAY+/- 75'PERMANENT EASEMENTTEMPORARY WORKSPACE+/- 18' SPOIL SIDE+/- 57' WORKING SIDE± 5'SILT FENCEAS REQUIREDR/WBOUNDARYC/LTRENCHOPTIONAL / ADDITIONALTOPSOIL STORAGETRENCH SPOILSEE NOTE 7TOPSOILSILT FENCEAS REQUIREDTEMP ESMTBOUNDARYR/WBOUNDARYZ:\Clients\TND\DukeEnrgyCar\118874_ClaytonCtyGate\Design\Pipeline\CADD\Working\0228708_0228711\0228711_Ln473\Civil\PNG-C-473-0001033 - PNG-C-473-0001035.dwg 2/26/2021 10:54 AMPROFESSIONAL ENG/ARCH STAMPDISCIPLINE / RESOURCE CENTER / LINE NUMBERDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEDRAWING BYSHEET(S)DWG SCALEDWG DATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERACCOUNT NUMBERPROJECT NUMBERDRAWING NUMBERAPPROVALSREVISIONAREA CODESUPERSEDEDCHECKER INITIALSSTATION IDCOPYRIGHT 2018PNG__-C-473-0001034032 OF 35NONE LINE 473CONSTRUCTION DETAILSCLAYTON, NCMJD CNS CAM1853 0228711MJD01/15/20210 03-05-2021ISSUED FOR CONSTRUCTIONGOLDSBORO RESOURCE CENTER, DUDLEY, NORTH CAROLINAN/AN/AN/AN/A PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLYBURNS & McDONNELL CONSULTANTS, INC.STATE LICENSE # C-14351.SIDE HILL CONSTRUCTION CUT AND FILL SHALL BE ALLOWED WHENEVER, IN THE OPINION OFTHE CONTRACTOR, STEEP SIDE HILL CONSTRUCTION IS WARRANTED FOR PERSONNEL AND/ OREQUIPMENT SAFETY CONSIDERATIONS.2.CONSTRUCTION RIGHT-OF-WAY WILL TYPICALLY BE 80 FEET WIDE CONSISTING OF 50 FEET OFPERMANENT EASEMENT AND 25 FEET OF TEMPORARY WORKSPACE.3.THIS DRAWING REFLECTS "TRENCH, SPOIL, AND WORKING SIDE" TOPSOIL STRIPPINGPROCEDURES AS NEEDED FOR HILL SIDE LEVELING. SALVAGE TOPSOIL OVER TRENCH UNDERTHE SPOIL PILE AND FROM TEMPORARY CUT AND FILL AREAS AT LOCATIONS IDENTIFIED ONTHE CONSTRUCTION ALIGNMENT SHEETS OR AS DIRECTED BY THE COMPANY'S INSPECTOR.4.STOCKPILE TOPSOIL AS SHOWN OR IN ANY CONFIGURATION APPROVED BY THE COMPANY'SREPRESENTATIVE. KEEP TOPSOIL CLEAN OF ALL CONSTRUCTION DEBRIS.5.LEAVE GAPS IN TOPSOIL AND SPOIL POLES AT OBVIOUS DRAINAGES. DO NOT PUSH TOPSOILINTO CREEKS OR WETLANDS. DO NOT USE TOPSOIL FOR PADDING. AVOID SCALPINGVEGETATED GROUND SURFACE WHEN BACKFILLING TOPSOIL PILE.6.TEMPORARY SUSPEND TOPSOIL HANDLING OPERATIONS DURING INORDINATELY WINDYCONDITIONS UNTIL MITIGATIVE MEASURES TO MINIMIZE WIND EROSION CAN BE IMPLEMENTED.7.EROSION AND SEDIMENT CONTROL PROVIDED ON SEPARATE DETAILS.8.ALL DIMENSIONS INDICATED SHALL BE DETERMINED BY ACTUAL CONSTRUCTION CONDITIONS.75'CONSTRUCTION RIGHT-OF-WAY (SEE NOTE 2) 50'PERMANENT EASEMENT (SEE NOTE 2) 25'TEMPORARYWORKSPACE60'WORKING SIDE15'SPOIL SIDETOPSOIL STRIPING(AS REQUIRED SEE NOTE 3)TEMPORARYCUT5'12" MAXIMUM(SEE NOTE 3)TEMPORARYFILLTRENCH, SPOILAND /ORTRAVEL LANETEMP.R.O.W.BOUNDARYCTRENCHLWORKING SIDETOPSOILSALVAGE LIMITTEMP.R.O.W.BOUNDARYNOTES:NOTES:1.CONSTRUCTION RIGHT-OF-WAY WILL TYPICALLY BE 100 FEET WIDE CONSISTING OF 70 FEET OFPERMANENT EASEMENT AND 30 FEET OF TEMPORARY WORKSPACE. EXTRA TEMPORARY WORKSPACE MAY BE NECESSARY AT MAJOR ROAD AND OTHER SPECIAL CIRCUMSTANCES, ASREQUIRED. CERTAIN SITUATIONS MAY REQUIRE A NARROWER WIDTH.2.STOCKPILE TOPSOIL AS SHOWN OR IN ANY CONFIGURATION APPROVED BY THE COMPANY'SINSPECTOR. KEEP TOPSOIL CLEAN OF ALL CONSTRUCTION DEBRIS.3.LEAVE GAPS IN TOPSOIL AND SPOIL PILES AT OBVIOUS DRAINAGE LOCATIONS. DO NOT PUSHTOPSOIL INTO CREEKS OR WETLANDS. DO NOT USE TOPSOIL FOR PADDING.4.AVOID SCALPING VEGETATED GROUND SURFACE WHEN BACKFILLING SPOIL AND TOPSOIL PILES.5.SAME LAYOUT APPLIES WHERE CONSTRUCTION R/W DOES NOT ABUT EXISTING R/W.6.TEMPORARILY SUSPEND TOPSOIL HANDLING OPERATIONS DURING INORDINATELY WINDYCONDITIONS UNTIL MITIGATIVE MEASURES TO MINIMIZE WIND EROSION CAN BE IMPLEMENTED.7.TOPSOIL AND TRENCH SPOIL RELATIVE POSITIONS CAN, AS DIRECTED BY THE COMPANY'SINSPECTOR, BE REVERSED.SCALE:DETAILNTSTYPICAL FULL TOPSOIL SEPARATION SIDE HILLSCALE:DETAILNTSTYPICAL WORKSPACESCALE:DETAILNTSTYPICAL CP TEST STATIONCNS03/05/2021 CAMISSUED FORCONSTRUCTIONREF. DWG(S)PNG-G-473-000100003/05/2021
\\bmcd\dfs\Clients\TND\DukeEnrgyCar\118874_ClaytonCtyGate\Design\Pipeline\CADD\Working\0228708_0228711\0228711_Ln473\Civil\PNG-C-473-0001033 - PNG-C-473-0001035.dwg 2/22/2021 12:43 PMPROFESSIONAL ENG/ARCH STAMPDISCIPLINE / RESOURCE CENTER / LINE NUMBERDESCRIPTIONNO.REVISION(S) DESCRIPTIONBYCHKAPPDDATEDRAWING BYSHEET(S)DWG SCALEDWG DATEINITIALSDATEREGIONALENGINEERINITIALSDATEMGR TECHREC & STDINITIALSDATEPRINCIPALENGINEERACCOUNT NUMBERPROJECT NUMBERDRAWING NUMBERAPPROVALSREVISIONAREA CODESUPERSEDEDCHECKER INITIALSSTATION IDCOPYRIGHT 2018PNG__-C-473-0001035033 OF 35NONE LINE 473CONSTRUCTION DETAILSCLAYTON, NCMJD CNS CAM1853 0228711MJD01/15/20210 03-05-2021ISSUED FOR CONSTRUCTIONGOLDSBORO RESOURCE CENTER, DUDLEY, NORTH CAROLINAN/AN/AN/AN/A PIEDMONT 'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLYBURNS & McDONNELL CONSULTANTS, INC.STATE LICENSE # C-1435CNS03/05/2021 CAMPROFILE VIEW 1SEE NOTE 3 & 6WATERBODYSEE NOTE 4PLANSEE NOTE 21.THIS TYPE OF BRIDGE IS GENERALLY USED ON NARROW CROSSINGS, LESS THAN 20 FEETWIDE WITH APPROPRIATE BANK CONFIGURATION. MULTIPLE MATS MAY BE LAYERED FORHEAVIER EQUIPMENT CROSSINGS.2.BRIDGE IS ANCHORED AND/OR TIED OFF TO ANCHOR BLOCKS FOR STABILITY. BRIDGESHOULD BE TEMPORARILY REMOVED IF HIGH WATER RENDERS IT UNSAFE TO USE.3.IF REQUIRED, UTILIZE APPROACH FILLS OF CLEAN GRANULAR MATERIAL, SWAMP MATS,SKIDS OR OTHER SUITABLE MATERIALS TO AVOID CUTTING THE BANKS WHEREVER FEASIBLE.ENSURE ADEQUATE FREEBOARD. AS REQUIRED, ENSURE THAT FILL MATERIAL IF USED DOESNOT SPILL INTO WATERCOURSE INCLUDING REMOVAL OF DIRT FROM DECK DURINGOPERATION.4.CONSTRUCT SEDIMENT BARRIERS ACROSS THE ENTIRE CONSTRUCTION R.O.W. TO PREVENTSILT LADEN WATER AND SPOIL FROM FLOWING BACK INTO WATERBODY. BARRIERS MAY BETEMPORARILY REMOVED TO ALLOW CONSTRUCTION ACTIVITIES BUT MUST BE REPLACED BYTHE END OF EACH WORK DAY. SILT FENCE, COIR WATTLES OR SANDBAGS MAY BE USEDINTERCHANGEABLY.5.REMOVE BRIDGES AS SOON AS POSSIBLE AFTER PERMANENT SEEDING UNLESS OTHERWISEDIRECTED BY COMPANY REPRESENTATIVE. THE STRUCTURE IS TO BE REMOVED IF THERE ISMORE THAN ONE MONTH BETWEEN FINAL GRADING AND SEEDING, AND ALTERNATIVEACCESS TO THE CONSTRUCTION R.O.W. IS AVAILABLE.6.DISPOSE OF ANY ROCK AS DIRECTED BY COMPANY REPRESENTATIVE.7.RESTORE AND STABILIZE BED AND BANKS TO APPROXIMATE PRE-CONSTRUCTIONCONDITIONS.8.TIMBER MATTING BOARDS SHALL BE PLACED IN TWO LAYERS, ONE AFTER ANOTHER ALONGTHE ENTIRE LENGTH OF BRIDGE SUCH THAT THE TWO LAYERS ARE PERPENDICULAR TOEACH OTHER9.GEOSYNTHETIC FABRIC SHALL BE PLACED BETWEEN THE TWO PERPENDICULAR LAYERS OFMATS AND WRAPPED UP THE SIDES OF THE TOP MAT. RUNNING BOARDS SHALL BEINSTALLED ALONG THE LENGTH OF BRIDGE TO PREVENT SEDIMENT LOSS OVER THE EDGESOF THE TOP MAT.SCALE:DETAILNTSTYPICAL TIMBER MAT WATERBODY BRIDGESEE NOTE 8PROFILE VIEW 1PROFILE VIEW 2PROFILE VIEW 2SEE NOTE 9ISSUED FORCONSTRUCTIONREF. DWG(S)PNG-G-473-000100003/05/2021
February 17, 2020
Pete Benjamin
North Carolina Field Supervisor
U.S. Fish and Wildlife Service
Raleigh Ecological Field Services Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Subject: Request for Concurrence – USFWS IPaC Consultation Code: 04EN2000-2020-SLI-0596
PIEDMONT NATURAL GAS
LINE 473 PROJECT, JOHNSTON COUNTY, NC
Dear Mr. Benjamin,
Piedmont Natural Gas (PNG), a subsidiary of Duke Energy, proposes installation of approximately 1.4
miles of pipeline from Line 94 towards Clayton City Gate #2 Regulation Station on NC Highway 42 in
Clayton, North Carolina, herein referred to as Line 473 (Project). (Attachment 1). A new station with a
launcher and main line valve will be installed on the south end of Line 473 near Line 94. A new regulator
station, named the Flowers Plantation Regulator Station, will be installed on the north end on NC
Highway 42. The Project study area is approximately 32 acres and consists primarily of undeveloped
forested land, cleared land for agricultural purposes, and a utility easement (Attachment 2).
The purpose of the Project will be to continue to provide reliable service to its existing and future
customers in the greater Clayton Area. The target date for construction to begin is June 2020.
This letter represents PNG’s informal consultation with the U.S. Fish and Wildlife (USFWS) Section 7(c) of
the Endangered Species Act (ESA) of 1973, The Migratory Bird Treaty Act (MBTA) of 1918, as amended
(16 U.S.C. 703 et seq.), and the Bald and Golden Eagle Protection Act (BGEPA) of 1940, as amended (16t
U.S.C. 688-688d). PNG is providing the following information below for the USFWS review.
Methods
This letter was prepared in response to USFWS Information for Planning and Consultation (IPaC) result
letter (Attachment 3) sent to PNG on February 4, 2020 regarding special status species that may occur
within the Project area (Consultation Code: 04EN2000-2020-SLI-0596, Event Code: 04EN2000-2020-E-
01340). In response to USFWS’s initial feedback, PNG assessed whether the proposed project had
potential to affect ESA species (i.e., ESA listed, proposed and candidate species), bald eagles (Haliaeetus
leucocephalus), golden eagles (Aquila chrysaetos), and migratory birds (including raptor species), and
associated habitat within the Project area.

Protected Species Desktop Review
Correspondence from the USFWS, provided in Attachment 3, states the Project area is not within
proposed or designated critical habitat and that seven ESA species, not including migratory birds have
the potential to occur in the Project area.
• Red-cockaded Woodpecker (Picoides borealis)
• Neuse River Waterdog (Necturus lewisi)
• Carolina Madtom (Noturus furiosus)
• Atlantic Pigtoe (Fusconaia masoni)
• Dwarf Wedgemussel (Alasmidonta heterodon)
• Yellow Lance (Elliptio lanceolate)
• Michaux’s sumac (Rhus michauxii)
Protected Species Findings for the Proposed Project Area
On October 3, 2019, qualified biologists conducted a pedestrian survey at the Project area to assess
habitat conditions and survey for evidence or direct observations of protected species.
During the site visit, two stream features and three wetland areas were delineated within the survey
area. A total of 0.875 [0.762 acre of palustrine forested wetland (PFO); 0.112 acre of palustrine
emergent wetland (PEM)] acre of wetland and approximately 92 feet of intermittent stream were
delineated.
Two small streams within the Project area are classified as intermittent and would not provide suitable
aquatic habitat to support the following listed species: Neuse river waterdog, Carolina madtom, Atlantic
pigtoe, dwarf wedgemussel, and yellow lance. Therefore, adverse effects to species requiring aquatic
habitats are not anticipated.
Red-cockaded woodpecker (RCW) habitat consists of large stands of mature pine and pine/hardwood
forests. Foraging typically occurs in the large, older trees within the large stands of long-leaf pine (Pinus
palustris) forests. RCW nesting typically occurs in mature live pine trees, generally over 80 years old. A
typical territory for an RCW group ranges from approximately 125 acres to 200 acres. Approximately 80
percent of the Project area is comprised of mixed oak-hickory-and pine species. Forested areas within
the Project study area are adjacent to busy highways and consist primarily of younger growth trees
(approximately 10-30 years old). RCW or suitable habitat for RCW was not observed during site
investigations. It is unlikely the forested area within, and adjacent to, the Project area provides suitable
nesting or foraging habitat due to proximity to existing highways and lack of mature growth tree stands.
Therefore, the Project is not likely to adversely affect the RCW or RCW habitat.
Michaux’s sumac typically inhabits areas in sandy or rocky open wooded areas. Michaux’s sumac is often
found in areas where some form of disturbance has occurred such as roadsides, right-of-ways, edges of
and artificially maintained clearings. Although the Project area does provide potential habitat for
Michaux’s sumac, site investigations did not identify Michaux’s sumac within or near the Project area.
Therefore, the Project is not likely to adversely affect Michaux’s sumac.

Based on the information provided, PNG believes this project will have “no effect” on ESA listed or
proposed species, their habitats, or proposed designated critical habitat. PNG requests any comments or
concurrence on the finding within 30 days. If you have any questions or feedback regarding this
proposed Project, please contact Jesse Brown at 770-510-4526 or [e-mail] with
question or comments.

Respectfully,

Attachments: 1. Project Location on a Topographic Map
2. Project Area on Aerial Photography
3. USFWS IPaC Letter

COPYRIGHT © 2020 BURNS & McDONNELL ENGINEERING COMPANY, INC.
Source:Issued: 2/4/2020
Path: \\bmcd\dfs\Clients\TND\DukeEnrgyCar\118874_ClaytonCtyGate\Studies\Geospatial\DataFiles\ArcDocs\ClaytonGate_SiteVicinity_8x11lscape.mxd bhbattle 2/4/2020
Service Layer Credits: Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS User Community
Copyright:© 2013 National Geographic Society, i-cubed
NORTH
0 10.5
Miles
Site Vicinity Map
Clayton City Gate Project
Johnston County, NC
§¨¦95
§¨¦40 £¤70
UV96
UV42
Project Study Area
COPYRIGHT © 2020 BURNS & McDONNELL ENGINEERING COMPANY, INC.
Source:Issued: 2/4/2020
Path: \\bmcd\dfs\Clients\TND\DukeEnrgyCar\118874_ClaytonCtyGate\Studies\Geospatial\DataFiles\ArcDocs\ClaytonGate_SurveyArea_8x11scape.mxd bhbattle 2/4/2020
Service Layer Credits: Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community
NORTH
0 2,0001,000
Feet
Survey Area Map
Clayton City Gate Project
Johnston County, NCSurvey Area Boundary
February 04, 2020
United States Department of the Interior
FISH AND WILDLIFE SERVICE
Raleigh Ecological Services Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Phone: [phone] Fax: [phone]
In Reply Refer To:
Consultation Code: 04EN2000-2020-SLI-0596
Event Code: 04EN2000-2020-E-01340
Project Name: PNG Line 473

Subject:List of threatened and endangered species that may occur in your proposed project
location, and/or may be affected by your proposed project
To Whom It May Concern:
The species list generated pursuant to the information you provided identifies threatened,
endangered, proposed and candidate species, as well as proposed and final designated critical
habitat, that may occur within the boundary of your proposed project and/or may be affected by
your proposed project. The species list fulfills the requirements of the U.S. Fish and Wildlife
Service (Service) under section 7(c) of the Endangered Species Act (Act) of 1973, as amended
(16 U.S.C. 1531 et seq.).
New information based on updated surveys, changes in the abundance and distribution of
species, changed habitat conditions, or other factors could change this list. Please feel free to
contact us if you need more current information or assistance regarding the potential impacts to
federally proposed, listed, and candidate species and federally designated and proposed critical
habitat. Please note that under 50 CFR 402.12(e) of the regulations implementing section 7 of the
Act, the accuracy of this species list should be verified after 90 days. This verification can be
completed formally or informally as desired. The Service recommends that verification be
completed by visiting the ECOS-IPaC website at regular intervals during project planning and
implementation for updates to species lists and information. An updated list may be requested
through the ECOS-IPaC system by completing the same process used to receive the enclosed list.
Section 7 of the Act requires that all federal agencies (or their designated non-federal
representative), in consultation with the Service, insure that any action federally authorized,
funded, or carried out by such agencies is not likely to jeopardize the continued existence of any
federally-listed endangered or threatened species. A biological assessment or evaluation may be
prepared to fulfill that requirement and in determining whether additional consultation with the
Service is necessary. In addition to the federally-protected species list, information on the
species' life histories and habitats and information on completing a biological assessment or
02/04/2020 Event Code: 04EN2000-2020-E-01340   2

evaluation and can be found on our web page at http://www.fws.gov/raleigh. Please check the
web site often for updated information or changes
If your project contains suitable habitat for any of the federally-listed species known to be
present within the county where your project occurs, the proposed action has the potential to
adversely affect those species. As such, we recommend that surveys be conducted to determine
the species' presence or absence within the project area. The use of North Carolina Natural
Heritage program data should not be substituted for actual field surveys.
If you determine that the proposed action may affect (i.e., likely to adversely affect or not likely
to adversely affect) a federally-protected species, you should notify this office with your
determination, the results of your surveys, survey methodologies, and an analysis of the effects
of the action on listed species, including consideration of direct, indirect, and cumulative effects,
before conducting any activities that might affect the species. If you determine that the proposed
action will have no effect (i.e., no beneficial or adverse, direct or indirect effect) on federally
listed species, then you are not required to contact our office for concurrence (unless an
Environmental Impact Statement is prepared). However, you should maintain a complete record
of the assessment, including steps leading to your determination of effect, the qualified personnel
conducting the assessment, habitat conditions, site photographs, and any other related articles.
Please be aware that bald and golden eagles are protected under the Bald and Golden Eagle
Protection Act (16 U.S.C. 668 et seq.), and projects affecting these species may require
development of an eagle conservation plan (http://www.fws.gov/windenergy/
eagle_guidance.html). Additionally, wind energy projects should follow the wind energy
guidelines (http://www.fws.gov/windenergy/) for minimizing impacts to migratory birds and
bats.
Guidance for minimizing impacts to migratory birds for projects including communications
towers (e.g., cellular, digital television, radio, and emergency broadcast) can be found at: http://
www.fws.gov/migratorybirds/CurrentBirdIssues/Hazards/towers/towers.htm; http://
www.towerkill.com; and http://www.fws.gov/migratorybirds/CurrentBirdIssues/Hazards/towers/
comtow.html.
Not all Threatened and Endangered Species that occur in North Carolina are subject to section 7
consultation with the U.S Fish and Wildlife Service. Atlantic and shortnose sturgeon, sea
turtles,when in the water, and certain marine mammals are under purview of the National Marine
Fisheries Service. If your project occurs in marine, estuarine, or coastal river systems you should
also contact the National Marine Fisheries Service, http://www.nmfs.noaa.gov/
We appreciate your concern for threatened and endangered species. The Service encourages
Federal agencies to include conservation of threatened and endangered species into their project
planning to further the purposes of the Act. Please include the Consultation Tracking Number in
the header of this letter with any request for consultation or correspondence about your project
that you submit to our office. If you have any questions or comments, please contact John Ellis
of this office at [e-mail].
02/04/2020 Event Code: 04EN2000-2020-E-01340   3

▪
Attachment(s):
Official Species List
02/04/2020 Event Code: 04EN2000-2020-E-01340   1

Official Species List
This list is provided pursuant to Section 7 of the Endangered Species Act, and fulfills the
requirement for Federal agencies to "request of the Secretary of the Interior information whether
any species which is listed or proposed to be listed may be present in the area of a proposed
action".
This species list is provided by:
Raleigh Ecological Services Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
[phone]
02/04/2020 Event Code: 04EN2000-2020-E-01340   2

Project Summary
Consultation Code:04EN2000-2020-SLI-0596
Event Code:04EN2000-2020-E-01340
Project Name:PNG Line 473
Project Type:OIL OR GAS
Project Description:Proposed Installation of approximately 1.4 miles of pipeline
Project Location:
Approximate location of the project can be viewed in Google Maps: https://
www.google.com/maps/place/35.63543069193129N78.43892874836175W
Counties:Johnston, NC
02/04/2020 Event Code: 04EN2000-2020-E-01340   3

1.
Endangered Species Act Species
There is a total of 7 threatened, endangered, or candidate species on this species list.
Species on this list should be considered in an effects analysis for your project and could include
species that exist in another geographic area. For example, certain fish may appear on the species
list because a project could affect downstream species.
IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA
Fisheries , as USFWS does not have the authority to speak on behalf of NOAA and the
Department of Commerce.
See the "Critical habitats" section below for those critical habitats that lie wholly or partially
within your project area under this office's jurisdiction. Please contact the designated FWS office
if you have questions.
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.
Birds
NAME STATUS
Red-cockaded Woodpecker Picoides borealis
No critical habitat has been designated for this species.
Species profile: https://ecos.fws.gov/ecp/species/7614
Endangered
Amphibians
NAME STATUS
Neuse River Waterdog Necturus lewisi
There is proposed critical habitat for this species. Your location is outside the critical habitat.
Species profile: https://ecos.fws.gov/ecp/species/6772
Proposed
Threatened
Fishes
NAME STATUS
Carolina Madtom Noturus furiosus
There is proposed critical habitat for this species. Your location is outside the critical habitat.
Species profile: https://ecos.fws.gov/ecp/species/528
Proposed
Endangered
1
02/04/2020 Event Code: 04EN2000-2020-E-01340   4

Clams
NAME STATUS
Atlantic Pigtoe Fusconaia masoni
There is proposed critical habitat for this species. Your location is outside the critical habitat.
Species profile: https://ecos.fws.gov/ecp/species/5164
Proposed
Threatened
Dwarf Wedgemussel Alasmidonta heterodon
No critical habitat has been designated for this species.
Species profile: https://ecos.fws.gov/ecp/species/784
Endangered
Yellow Lance Elliptio lanceolata
No critical habitat has been designated for this species.
Species profile: https://ecos.fws.gov/ecp/species/4511
Threatened
Flowering Plants
NAME STATUS
Michaux's Sumac Rhus michauxii
No critical habitat has been designated for this species.
Species profile: https://ecos.fws.gov/ecp/species/5217
Endangered
Critical habitats
THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICE'S
JURISDICTION.

March 30, 2020

Jesse Brown
Burns & McDonnell
3650 Mansell Road, Suite 300
Alpharetta, GA 30022

Re: PNG Line 473 – Johnston County

Dear Mr. Brown:

This letter is to inform you that t he Service has established an on-line project planning and
consultation process which assists developers and consultants in determining whether a
federally-listed species or designated critical habitat may be affected by a proposed project. For
future projects, please visit the Raleigh Field Office’s project planning website at
https://www.fws.gov/raleigh/pp.html. If you are only searching for a list of species that may be
present in the project’s Action Area, then you may use the Service’s Information, Planning, and
Consultation System (IPaC) website to determine if any listed, proposed, or candidate species
may be present in the Action Area and generate a species list. The IPaC website may be viewed
at https://ecos.fws.gov/ipac/. The IPaC web site contains a complete and frequently updated list
of all endangered and threatened species protected by the provisions of the Endangered Species
Act of 1973, as amended (16 U.S.C. 1531 et seq.)(Act), a list of federal species of concern 1 that
are known to occur in each county in North Carolina, and other resources.

Section 7 of the Act requires that all federal agencies (or their designated non -federal
representative), in consultation with the Service, insure that any action federally authorized,
funded, or carried out by such agencies is not likely to jeopardize the continued existence of any
federally-listed endangered or threatened species. A bio logical assessment or evaluation may be
prepared to fulfill that requirement and in determining whether additional consultation with the
Service is necessary. In addition to the federally -protected species list, information on the
species’ life histories and habitats and information on completing a biological assessment or

1 The term “federal species of concern” refers to those species which the Service believes might be in need of
concentrated conservation actions. Federal species of concern receive no legal protection and their designation
does not necessarily imply that th e species will eventually be proposed for listing as a federally endangered or
threatened species. However, we recommend that all practicable measures be taken to avoid or minimize adverse
impacts to federal species of concern.

evaluation and can be found on our web page at http://www.fws.gov/raleigh. Please check the
web site often for updated information or changes.

If your project contains suitable habitat for any of the federally-listed species known to be
present within the county where your project occurs, the proposed action has the potential to
adversely affect those species. As such, we recommend that surveys be conducted to determine
the species’ presence or absence within the project area. The use of North Carolina Natural
Heritage program data should not be substituted for actual field surveys.

If you determine that the proposed action may affect (i.e., likely to adversely affect or not likely
to adversely affect) a federally -protected species, you should notify this office with your
determination, the results of your surveys, survey methodologies, and an analysis of the effects
of the action on listed species, including consideration of direct, indirect, and cumulative effects,
before conducting any activities that might affect the species. If you determine that the proposed
action will have no effect (i.e., no beneficial or adverse, direct or indirect effect) on federally
listed species, then you are not required to contact our office for concurrence (unless an
Environmental Impact Statement is prepared). However, you should maintain a complete record
of the assessment, including steps leading to your determination of effect, the qualif ied personnel
conducting the assessment, habitat conditions, site photographs, and any other related articles.

With regard to the above-referenced project, we offer the following remarks. Our comments are
submitted pursuant to, and in accordance with, provisions of the Endangered Species Act.

Based on the information provided and other information available, it appears that the proposed
action is not likely to adversely affect any federally -listed endangered or threatened species, their
formally designated critical habitat, or species currently proposed for listing under the Act at
these sites. We believe that the requirements of section 7(a)(2) of the Act have been satisfied for
your project. Please remember that obligations under section 7 consultation must be
reconsidered if: (1) new information reveals impacts of this identified action that may affect
listed species or critical habitat in a manner not previously considered; (2) this action is
subsequently modified in a manner that was not consid ered in this review; or, (3) a new species
is listed or critical habitat determined that may be affected by the identified action.

However, t he Service is concerned about the potential impacts the proposed action might have
on aquatic species. Aquatic resources are highly susceptible to sedimentation. Therefore, we
recommend that all practicable measures be taken to avoid adverse impacts to aquatic species,
including implementing directional boring methods and stringent sediment and erosion control
measures. An erosion and sedimentation control plan should be submitted to and approved by
the North Carolina Division of Land Resources, Land Quality Section prior to construction.
Erosion and sedimentation controls should be installed and maintained between the construction
site and any nearby down-gradient surface waters. In addition, we recommend maintaining
natural, vegetated buffers on all streams and creeks adjacent to the project site.

The North Carolina Wildlife Resources Commission has developed a Guidance Memorandum (a
copy can be found on our website at (http://www.fws.gov/raleigh) to address and mitigate
secondary and cumulative impacts to aquatic and terrestrial wildlife resources and water quality.
We recommend that you consider this document in the development of your projects and in
completing an initiation package for consultation (if necessary).

We hope you find our web page useful and informative and that following the process described
above will reduce the time required, and eliminate the need, for general correspondence for
species’ lists. If you have any questions or comments, please contact John Ellis of this office at
[phone] ext. 26.

Sincerely,

Pete Benjamin
Field Supervisor

9400 Ward Parkway \ Kansas City, MO 64114
O 816-333-9400 \ F 816-333-3690 \ burnsmcd.com
May 20, 2020
Renee Gledhill-Earley
State Historic Preservation Office
109 East Jones Street, Room 258
Raleigh, NC 27601
Re: Piedmont Natural Gas Line 473 Clayton City Gate #2 Project Review
Dear Ms. Gledhill-Earley:
Piedmont Natural Gas is proposing to install approximately 1.4 miles of new 8-inch diameter gas
pipeline for the Line 473 Clayton City Gate #2 Project in Johnston County, North Carolina
(Project) (Figures 1 and 2). The pipeline will be installed below the ground surface. In addition,
two new aboveground regulator stations are proposed. The purpose of the Project will be to
continue to provide reliable service to its existing and future customers in the greater Clayton
Area.
Piedmont Natural Gas has asked Burns & McDonnell Consultants, Inc. (Burns & McDonnell) to
assist with environmental review for the Project. Burns & McDonnell anticipates the proposed
project will impact wetlands and as a result, a U.S. Army Corps of Engineers (USACE)
Nationwide Permit 12 is anticipated. Since the jurisdiction of wetlands have yet to be finalized,
Piedmont Natural Gas has not submitted its permit application with the USACE regarding this
Project. This project review letter compiles known cultural resources in the Project vicinity.
CULTURAL RECORDS REVIEW
Burns & McDonnell conducted an archaeological resources records search at the North Carolina
Office of State Archaeology (OSA) on February 6, 2020. Burns & McDonnell used the North
Carolina Historic Preservation Office (NCHPO) HPOWEB GIS service database to conduct
historic-age non-archaeological resources (historic resources) research on February 25, 2020.
The proposed Project consists of an approximately 75-foot wide construction corridor centered
on the proposed pipeline centerline along with temporary construction and laydown areas. For
the records review, Burns & McDonnell looked at a Study Area extending 1 mile beyond the
Project (Figure 1).
No previously recorded historic resources were identified in the Project (Figures 1 and 2). The
northern end of the Study Area extends into the Clayton Historic District which has been
determined eligible for the National Register of Historic Places (NRHP). However, at this
preliminary stage, it does not appear that the Project will impact contributing district resources.
There are three additional historic resources that have been surveyed in the Study Area (Table 1).
One historic resource has been determined eligible for the NRHP, the Battle-Horne-Benson
House (Resource JT0672). This resource is over 1,400 feet from the proposed Project and even
the temporary visual effects of pipeline construction would be blocked by dense woods. The
other two resources outside the Clayton Historic District are JT0790 and JT1857. Resource
Renee Gledhill-Earley
State Historic Preservation Office
May 20, 2020
Page 2
JT0790 was recorded as a house and put on the Study List, but has since been demolished or
removed. Resource JT1857 is a tobacco barn that was surveyed but not evaluated for listing on
the NRHP.
Table 1: Historic-Age Non-Archaeological Resources Within the Study Area
Resource #Resource Name NRHP Eligibility Status Notes
JT0672 Battle-Horne-Benson House Eligible
JT0790 House Study List Gone
JT1356 Clayton Historic District NRHP Listed
JT1857 Tobacco Barn Survey Only – Not Evaluated
Source: HPOWEB 2020.
Fourteen archaeological sites have been recorded within the Study Area (Table 2; Figures 1 and
2). One site, 31JT342, is within the Project. The site is a twentieth century domestic artifact
scatter that is not eligible for the NRHP. Site 31JT95, a Woodland lithic scatter, is adjacent to the
site and is unassessed for its NRHP eligibility. All of the sites within the Study Area are listed in
Table 2 below as an indication of the types of archaeological resources found in the area.
Table 2: Archaeological Sites Within the Study Area
Site #Prehistoric/Historic Site Type Recommendation
31JT91 Early Archaic and
Woodland
Lithic scatter Unassessed for NRHP
31JT92 Middle Archaic and
Woodland
Artifact scatter Unassessed for NRHP
31JT95 Woodland Lithic scatter Unassessed for NRHP
31JT97 Unknown prehistoric Artifact scatter Unassessed for NRHP
31JT233 Early and Middle
Archaic/19th century
Artifact scatter Not eligible for NRHP
after evaluation
31JT239 Unknown prehistoric Lithic workshop Not eligible for NRHP
after evaluation
Renee Gledhill-Earley
State Historic Preservation Office
May 20, 2020
Page 3
Site #Prehistoric/Historic Site Type Recommendation
31JT240 Unknown
prehistoric/19th and
20th centuries
Lithic scatter/domestic artifact
scatter
Not eligible for NRHP
after evaluation
31JT241 Woodland/historic Artifact scatter/domestic
artifact scatter
Not eligible for NRHP
after evaluation
31JT252 19th and 20th
centuries
Cemetery Not eligible for NRHP
after evaluation
31JT342 20th century Domestic artifact scatter Not eligible for NRHP
after evaluation
31JT555 Unknown
prehistoric/20th
century
Lithic scatter/domestic artifact
scatter; former home sites
associated with Clayton
Cotton Mills
Unassessed; no further
work recommended
31JT556 20th century Domestic and industrial
artifact scatter; former cotton
warehouses associated with
Clayton Cotton Mills
Unassessed; no further
work recommended
31JT557 20th century Domestic artifact scatter;
former home site associated
with Clayton Cotton Mills
Unassessed; no further
work recommended
31JT558 Woodland/20th
century
Prehistoric isolate/ industrial
artifact scatter associated with
John A. Vinson Planing Mill
and Lumber Yards
Unassessed; no further
work recommended
Source: OSA files 2020.
North Carolina is the setting of numerous Revolutionary War, War of 1812, and Civil War sites
(American Battlefield Protection Program [ABPP] 2007, 2010; Howard 2010). The closest
documented war-related event in the area was the Civil War Battle of Bentonville in Johnston
County about 14 miles southeast of the Project. Revolutionary War campaigns and battles were
east and west of the Project, but nothing has been documented in the Project area.
Several buildings near the Project are depicted on historic-era maps and more recent Google
Earth aerial imagery. Sometime between 1993 and 1999, the alignment of North Carolina
Renee Gledhill-Earley
State Historic Preservation Office
May 20, 2020
Page 4
Highway 42 moved from the west to its current location, which parallels the northern part of the
Project. Two buildings depicted on the historic period maps appear to have been demolished as
part of the road construction project. The one closest to the pipeline Project is depicted outside
the Project and under the current alignment of Highway 42. The south end of the Project passes
by other historic-age buildings depicted on 1911 and 1964 maps (North Carolina Department of
Agriculture 1911; USGS 1964). However, because the Project is not planning to demolish any
historic-age buildings and will be underground it is not likely to affect these resources. The
Project parallels and crosses an active railroad built in 1856 but plans to construct under the
railroad (Mississippi Rails 2017).
The map and imagery review showed changes in the Project area that may affect the likelihood
of intact archaeological sites crossed by the Project. The northern part of the Project that parallels
North Carolina Highway 42 and U.S. Route 70 has experienced disturbances from road
construction and alignment changes along both roads and mass tree clearing, possibly timber
harvesting. The part of the Project south of U.S. Route 70 parallels Wildwood Drive and is
predominantly in agricultural fields.
Your review of and comments on this records review for Piedmont Natural Gas’s Line 473
Clayton City Gate #2 Project is appreciated. A USACE Nationwide Permit 12 is anticipated for
the Project, and the USACE has previously requested that Piedmont Natural Gas should follow
your recommendations regarding any additional cultural resources surveys.
Sincerely,
Amber Javers
Senior Cultural Resources Specialist
Attachment: Map Figures
cc: Alicia DePalma, Piedmont Natural Gas
Anthony McMullan, Burns & McDonnell
Sara Kent, Burns & McDonnell
Renee Gledhill-Earley
State Historic Preservation Office
May 20, 2020
Page 5
REFERENCES CITED
American Battlefield Protection Program (ABPP)
2007 Report to Congress on the Historic Preservation of Revolutionary War and War
of 1812 Sites in the United States. National Park Service, U.S. Department of the
Interior, Washington, D.C.
2010 Update to the Civil War Site Advisory Commission Report on the Nation’s Civil
War Battlefields, State of North Carolina. National Park Service, U.S.
Department of the Interior, Washington, D.C.
Howard, Josh
2010 North Carolina in the U.S. Revolution. Research Branch, NC Office of Archives
and History. Electronic document,
https://www.ncpedia.org/history/usrevolution/overview, accessed July 23, 2019.
Mississippi Rails
2017 North Carolina with Logging Trails. Google Earth file. Electronic document,
http://www.msrailroads.com/Google_earth.htm, accessed July 23, 2019.
North Carolina Department of Agriculture
1911 Soil Map, North Carolina, Johnston County Sheet. United States Bureau of Soils,
North Carolina Department of Agriculture, Washington, D.C.
U.S. Geological Survey (USGS)
1964 Clayton, North Carolina. 1:24,000 topographic quadrangle map. Washington,
D.C
ATTACHMENT 1 – MAP FIGURES
COPYRIGHT © 2020 BURNS & McDONNELL CONSULTANTS, INC.
Source: North Carolina Office of State Archaeology, North Carolina Historic Preservation Office Issued: 2/28/2020
Path: \\bmcd\Dfs\Clients\TND\DukeEnrgyCar\118874_ClaytonCtyGate\Studies\Geospatial\DataFiles\ArcDocs\ClaytonGate_Cultural.mxd bhbattle 2/28/2020
Service Layer Credits: Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS User CommunityCopyright:© 2013 National Geographic Society, i-cubed
NORTH010.5
Miles
Figure 1Cultural Resources in Study AreaLine 473Clayton City Gate #2 ProjectJohnston County, NC
##
$$
$$$
""""
$$$$
$$
$$$$
$$$$$$$$$$$$$$$$
ClaytonHistoricDistrict(JT1356)
7958
JT1389JT1390JT1388JT1391JT1392JT1393
JT1582
JT1581
JT1488JT1485
JT0790
JT1857
JT0672
JT1085
JT1082
JT1395
JT1394JT1347
31JT239
31JT233
31JT240
31JT241
31JT555
31JT557
31JT558
31JT556
31JT97
31JT95
31JT92
31JT91
31JT252
31JT342
§¨¦40 £¤70
UV96
UV42
Project
Study Area
Archaeological Site
Archaeological Survey
National Register District
NCHPO Points
$$$Surveyed Only, Gone
""Study List
##Study List, NRHP Eligible
$$Surveyed Only, in NRHP
$$Surveyed Only
COPYRIGHT © 2020 BURNS & McDONNELL CONSULTANTS, INC.
Source: North Carolina Office of State Archaeology, North Carolina Historic Preservation Office, Issued: 2/27/2020
Path: \\bmcd\Dfs\Clients\TND\DukeEnrgyCar\118874_ClaytonCtyGate\Studies\Geospatial\DataFiles\ArcDocs\ClaytonGate_Cultural_aerial.mxd bhbattle 2/27/2020
Service Layer Credits: Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS User CommunitySource: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community
NORTH
0 0.50.25
Miles
Figure 2Project Area Cultural MapLine 473Clayton City Gate #2 ProjectJohnston County, NC
##
$$
$$$$
7958
JT1582 JT1581
JT1857
JT0672
31JT233
31JT240
31JT558
31JT95
31JT92
31JT91
31JT342
§¨¦40 £¤70
UV96
UV42
Project
Archaeological Site
Archaeological Survey
National Register District
NCHPO Points
##Study List, NRHP Eligible
$$Surveyed Only, in NRHP
$$Surveyed Only

North Carolina Department of Natural and Cultural Resources
State Historic Preservation Office
Ramona M. Bartos, Administrator
Governor Roy Cooper Office of Archives and History
Secretary Susi H. Hamilton Deputy Secretary Kevin Cherry
Location: 109 East Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699-4617 Telephone/Fax: [phone]-6599

July 15, 2020

Amber Javers [e-mail]
Burns & McDonnell Consultants, Inc.
9400 Ward Parkway
Kansas City, MO 64114

Re: Piedmont Natural Gas Line 473 Clayton City Gate #2, Clayton, Johnston County, ER 20-1207
Dear Ms. Javers:

Thank you for your May 20, 2020, submission concerning the above-referenced project. We have reviewed
the materials provided and offer the following comments.

We have determined that the project as proposed will not have an effect on any historic buildings or
structures.
The portions of the project area that parallel NC 42 and US 70 have been previously surveyed for the
purpose of identifying cultural resources. Two previously recorded archaeological sites (31JT95 and 31JT342)
are in the project area. Site 31JT342 is not eligible for listing in the National Register of Historic Places, and
additional archaeological work at this site is not warranted. Site 31JT95 has not been assessed to determine
whether it is eligible for listing in the National Register. Based on the artifacts recovered from site 31JT95, it
contains an American Indian Woodland Period component.

We recommend that prior to any ground disturbing activities within the project area, a comprehensive
archaeological survey be conducted by an experienced archaeologist of the project area south of US 70. The
purpose of this survey will be to identify and evaluate the significance of archaeological sites that may be
damaged or destroyed by the proposed project.
Please note that our office now requests consultation with the Office of State Archaeology Review
Archaeologist to discuss appropriate field methodologies prior to the archaeological field investigation. A list
of archaeological consultants who have conducted or expressed an interest in contract work in North
Carolina is available at https://archaeology.ncdcr.gov/archaeological-consultant-list. The archaeologists
listed, or any other experienced archaeologist, may be contacted to conduct the recommended survey.
One paper and one digital copy of all resulting archaeological reports, as well as one digital copy of the North
Carolina site form for each site recorded, should be forwarded to the Office of State Archaeology through
this office for review and comment as soon as they are available and in advance of any construction or
ground disturbance activities. Office of State Archaeology report guidelines are available at
https://files.nc.gov/dncr-arch/OSA_Guidelines_Dec2017.pdf.

The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation’s Regulations for Compliance with Section 106 codified at 36 CFR
Part 800.

Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill-Earley, environmental review coordinator, at 919-814-6579 or
[e-mail]. In all future communication concerning this project, please cite the above
referenced tracking number.
Sincerely,

Ramona Bartos, Deputy
State Historic Preservation Officer

cc: Chris Hopper, US Army Corps of Engineers [e-mail]

North Carolina Department of Natural and Cultural Resources
State Historic Preservation Office
Ramona M. Bartos, Administrator
Governor Roy Cooper Office of Archives and History
Secretary Susi H. Hamilton Deputy Secretary Kevin Cherry
Location: 109 East Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699-4617 Telephone/Fax: [phone]-6598

December 8, 2020

Amber Javers [e-mail]
Burns & McDonnell Consultants, Inc.
9400 Ward Parkway
Kansas City, MO 64114

Re: Archaeological Survey Report, PNG Line 473 Clayton City Gate, Johnston County, ER 20-1207

Dear Ms. Javers:

Thank you for your submission of the archaeological report and site forms for the project noted above. We
have reviewed the information provided and offer the following comments.

Two archaeological sites (31JT641 and 31JT642) were identified in the project area. Given their lack of
significant historic associations and limited potential to provide important information about the past, these
sites are not considered eligible for listing in the National Register of Places. Based on the information
provided in the report, we concur with these recommendations.

According to the report, “all artifacts were analyzed in the field, photographed, and left on the property
from which they were found” (page 5.2). Please note that this practice is inconsistent with Office of State
Archaeology (OSA) Standards and Guidelines (https://files.nc.gov/dncr-
arch/OSA_Guidelines_Dec2017.pdf), which state that

• “All materials…recovered and created for purposes of compliance with state and federal regulations
shall be permanently curated in an approved archaeological repository, preferably in the state of
North Carolina.” (page 19)
• Phase I Identification Survey (Intensive Survey) Reports should contain “Information on curation
methods used and the location where the curated collection will be housed.” (page 24)

These recommendations are intended to result in outcomes that are consistent with broader archaeological
practice as evidenced in guidance promulgated by the National Park Service (NPS), the Register of
Professional Archaeologists, and others. As stated by the NPS:

Curation is important. Unless collections are cared for and provenience information stays with the
material remains collected, all the time and effort spent digging materials out of the ground and
recording that process becomes useless.

Access to and use of collections is an essential aspect of both archeology and collections
management and is important as well in conducting interpretation and heritage-oriented activities.
Archeologists and other scholars, interpreters, educators, culturally affiliated groups, and members
of the public need access to collections for a wide range of activities. (Archeology Legal and Ethical
Responsibilities https://www.nps.gov/archeology/npsGuide/outreach/responsibilities.htm, accessed
June 26, 2020)

We find it a reasonable expectation that if communication has been undertaken by you or your client to
obtain permission to enter a piece of property for purposes of conducting an archaeological survey, it
should be similarly possible to communicate with the property owner regarding the disposition of the
resulting collection. We acknowledge that for certain projects, obtaining written Deed of Gift forms for an
entire collection may be complicated by the number of landowners involved. For projects where such
difficulties are anticipated, we recommend the OSA be consulted at the start of the project to develop an
agreement regarding the curation process and its documentation. However, this condition does not apply to
the subject project.

Therefore, we request a revised report that contains specific information that explains why artifacts were
not collected and curated. If the landowner did not allow collection or did not respond to your request to
complete a Deed of Gift form, the final report should contain documentation of your communication
efforts, specifically the dates and methods by which they were contacted.

The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation’s Regulations for Compliance with Section 106 codified at 36
CFR Part 800.

Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill-Earley, environmental review coordinator, at 919-814-6579
or [e-mail]. In all future communication concerning this project, please cite the
above referenced tracking number.

Sincerely,

Ramona Bartos, Deputy
State Historic Preservation Officer
DWR Pre-Fil ing Meeting Req u est Form
ID#*Ve rsion *
Re gional Office *
Re v ie we r List *
Contact Name *
Contact Email Addre ss *
Proje ct Name *
Proje ct Owne r *
Proje ct County *
Owne r Addre ss:
Is this a transportation proje ct?*
Type (s) of approv al sought from the DWR:
Doe s this proje ct hav e an e xisting proje ct ID#?*
Ple ase list all e xisting proje ct ID's associate d with this proje cts.*
Do you know the name of the staff me mbe r you would like to re que st a me e ting with?
Ple ase giv e a brie f proje ct de scription be low and include location information.*
20201403 2
Raleigh Regional Office - [phone]
Stephanie Goss
Pre-Filing Me eting Reque st submitte d 3/16/2021
Sara S Kent
[e-mail]
Piedmont Natural Gas - Line 473
Piedmont Natural Gas
Johnston
City
Charlotte
State / Province / Region
NC
Postal / Zip Code
28210
Country
United States
Street Address
4720 Piedmont Row Drive
Address Line 2
Yes No
401 Water Quality Certification -
Regular
401 Water Quality Certification -
Express
Individual Permit Modification
Shoreline Stabilization
Yes No
20201403
Stephanie Goss
Please give a couple of dates you are available for a meeting.
Ple ase attach the docume ntation you would like to hav e the me e ting about.
Signature
Submittal Date
PNG received Section 404/Nationwide 12 permit approval from
USACE on 1/22/2021, and the 401 Water
Quality Certification and Neuse Riparian Buffer Authorization from
DWR on 12/21/2020 for this project. However, since
receiving the approvals, PNG shifted the pipeline alignment and
easements approximately 10 to 15 feet to
avoid a conflicting water line and the Highway 42 DOT right of way.
The change in design resulted in an 0.05-
acre increase in the permanent conversion of PFO to PEM wetlands,
permitted at 0.24-acres and increased
to 0.29-acres. The permanent and construction easement widths are
unchanged, and the stream and riparian
buffer impacts have not increased.
3/24/2021
3/31/2021
4/8/2021
473_PCN_Impacts_v3.pdf 511.08KB
pdf only
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:

· This form completes the requirement of the Pre-Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
· I understand by signing this form that I cannot submit my application until 30 calendar days after this pre-filing
meeting request.
· I also understand that DWR is not required to respond or grant the meeting request.

Your project’s thirty-day clock started upon receipt of this application.  You will receive notification regarding meeting location
and time if a meeting is necessary.  You will receive notification when the thirty-day clock has expired, and you can submit an
application.
3/16/2021