20201305 Ver 1_Meeting Request Review_20200925

ID#* 20201305
Version* 1
Regional Office* Raleigh Regional Office - [phone]
Reviewer List* Stephanie Goss
Pre -Filing Meeting Request submitted 9/25/2020
Contact Name * Eric Mularski
Contact Email Address* [e-mail]
Project Name* Line 5 Exposed Main Remediation Project
Project Owner* Piedmont Natural Gas
Project County* Johnston
Owner Address: Street Address
4720 Piedmont Row Drive
Address Line 2
aty State / Frovince / Region
Charlotte NC
Rbstal/Zip Code Country
28210 USA
Is this a transportation project?* r Yes r No
Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - F- 401 Water Quality Certification -
Regular Express
r- Individual Permit r- Modification
r- Shoreline Stabilization
Does this project have an existing project ID#?*
r Yes r No
Do you know the name of the staff member you would like to request a meeting with?
Please give a brief project description below. *
Line 5 (existing 10-inch diameter pipe) is currently exposed at its crossing
with a tributary to Mill Creek which was found and identified during post
Hurricane Florence patrols. The project was created to retire and replace
approximately 250 linear feet of 10-inch diameter natural gas pipeline with
a new segment of 10-inch pipeline between Almon Road (SR 1191) and Mill
Creek Church Road.

Please give a couple of dates you are available for a meeting.
10/7/2020
Please attach the documentation you would like to have the meeting about.
PNG_Line 5 Project_PCN.pdf 22.16MB
pdr 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.
Signature
V
Submittal Date 9/25/2020
Reviewer Meeting Request Decision
Has a meeting been scheduled?* r Yes r No

Preliminary ORM Data Entry Fields for New Actions
ACTION ID 4: SAW- Begin Date (Date Received):
Prepare file folder ❑ Assign Action ID Number in ORM ❑
1. Project Name [PCN Form A2a]: Line 5 Exposed Main Remediation Project
2. Work Type: ZPrivate ❑Institutional ❑Government ❑ Commercial
3. Project Description / Purpose [PCN Form 133d and 133e]:
Line 5 (existing 10-inch diameter pipe) is currently exposed at its crossing with a tributary to Mill Creek which was found and
identified during post Hurricane Florence patrols. The exposed pipeline poses as a as a public safety hazard and has been abandoned.
The project was created to retire and replace approximately 250 linear feet of 10-inch diameter natural gas pipeline with new segment
of 10-inch pipeline. The Project begins at Almon Road (SR 1191), runs in a northeasterly direction, and terminates west of Mill Creek
Church Road (SR 1188).
4. Property Owner / Applicant [PCN Form A3 or A41: PNG utility easements
5. Agent / Consultant [PNC Form A5 — or ORM Consultant ID Number]:
Eric Mularski HDR Engineering, Inc. 440 S. Church Street, Suite 900 Charlotte, NC 20202 eric.muw
6. Related Action ID Number(s) [PCN Form 135b]:
7. Project Location —Coordinates, Street Address, and/or Location Description [PCN Form Blb]:
35.303863 0-78.335824 ° : The Project begins at Almon Road (SR 1191), runs in a northeasterly
direction, and terminates west of Mill Creek Church Road (SR 1188). The proposed construction o
8. Project Location -Tax Parcel ID [PCN Form Bla]: N/A -Existing Utility Line Right-of-way through Pare
9. Project Location — County [PCN Form A2b]: Johnston
10. Project Location — Nearest Municipality or Town [PCN Form A2c]: Bentonville
11. Project Information — Nearest Waterbody [PCN Form 132a]: Tributary to Mill Creek
12. Watershed / 8-Digit Hydrologic Unit Code [PCN Form 132c]: HUC-030202011305 (Middle Mill Creek)
Authorization: Section 10 ❑ Section 404 ❑✓
Regulatory Action Type:
❑ Standard Permit
✓ Nationwide Permit 4
Regional General Permit 9
✓ Jurisdictional Determination Request
Section 10 and 404 ❑
❑Pre -Application Request
❑ Unauthorized Activity
❑ Compliance
❑ No Permit Required
Revised 20150602

Preliminary ORM Data Entry Fields for New Actions
ACTION ID 4: SAW- Begin Date (Date Received):
Prepare file folder ❑ Assign Action ID Number in ORM ❑
1. Project Name [PCN Form A2a]: Line 5 Exposed Main Remediation Project
2. Work Type: ZPrivate ❑Institutional ❑Government ❑ Commercial
3. Project Description / Purpose [PCN Form 133d and 133e]:
Line 5 (existing 10-inch diameter pipe) is currently exposed at its crossing with a tributary to Mill Creek which was found and
identified during post Hurricane Florence patrols. The exposed pipeline poses as a as a public safety hazard and has been abandoned.
The project was created to retire and replace approximately 250 linear feet of 10-inch diameter natural gas pipeline with new segment
of 10-inch pipeline. The Project begins at Almon Road (SR 1191), runs in a northeasterly direction, and terminates west of Mill Creek
Church Road (SR 1188).
4. Property Owner / Applicant [PCN Form A3 or A41: PNG utility easements
5. Agent / Consultant [PNC Form A5 — or ORM Consultant ID Number]:
Eric Mularski HDR Engineering, Inc. 440 S. Church Street, Suite 900 Charlotte, NC 20202 eric.muw
6. Related Action ID Number(s) [PCN Form 135b]:
7. Project Location —Coordinates, Street Address, and/or Location Description [PCN Form Blb]:
35.303863 0-78.335824 ° : The Project begins at Almon Road (SR 1191), runs in a northeasterly
direction, and terminates west of Mill Creek Church Road (SR 1188). The proposed construction o
8. Project Location -Tax Parcel ID [PCN Form Bla]: N/A -Existing Utility Line Right-of-way through Pare
9. Project Location — County [PCN Form A2b]: Johnston
10. Project Location — Nearest Municipality or Town [PCN Form A2c]: Bentonville
11. Project Information — Nearest Waterbody [PCN Form 132a]: Tributary to Mill Creek
12. Watershed / 8-Digit Hydrologic Unit Code [PCN Form 132c]: HUC-030202011305 (Middle Mill Creek)
Authorization: Section 10 ❑ Section 404 ❑✓
Regulatory Action Type:
❑ Standard Permit
✓ Nationwide Permit 4
Regional General Permit 9
✓ Jurisdictional Determination Request
Section 10 and 404 ❑
❑Pre -Application Request
❑ Unauthorized Activity
❑ Compliance
❑ No Permit Required
Revised 20150602

AGENT AUTHORIZATION FORM
I, Kelsey Pace, hereby certify that I have authorized Eric Mularski, representing HDR
Engineering, Inc. of the Carolinas, to act on my behalf and take all actions necessary to
the processing and issuance of the Section 404 Nationwide Permit, Section 401 Water
Quality Certification, and USACE Preliminary Jurisdictional Determination Request
associated with the Line 5 Exposed Main Remediation Project located in Johnston County,
North Carolina.
We hereby certify that the information submitted in this application is true and accurate to
the best of our knowledge.
Kelsey Pace
Applicant's Name
Applicant's Signature
9/ 16/2020
Date
hdrinc.com
440 South Church Street Suites 900 & 1000, Charlotte, NC 28202-2075
T 704.338.6700 F 704.338.6760
Eric Mularski
Agent's Name
Agent's Signature
8/19/2020
Date

Line 5 Exposed Main Remediation Project ePCN
A. Processing Information
Counties where the Project is Located:
Is this a NCDMS Project?
Yes_ No X
Is this project a public transportation project?
Yes_ No X
1 a. Types of approvals sought?
X Section 404 Permit (wetlands, streams and waters, Clean Water Act)
_ Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act
1 b. Type of permit you wish to seek authorization
X Nationwide Permit (NWP)
_ Regional General Permit (RGP)
_ Standard (IP)
1 c. Has the NWP been verified by the Corps?
Yes X No_
Nationwide Permit No.12
1 d. Type of approval(s) sought from the DWR:
X 401 Water Quality Certification - Regular _ 401 Water Quality Certification - Express
_ Non-404 Jurisdictional General Permit X Riparian Buffer Authorization
Individual Permit
1 e. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification: Yes_ No X
For the record only for Corps Permit: Yes_ No X
1 f. Is this an after -the -fact application?
Yes_ No X
1 g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of
impacts?
Yes No X

Attached Acceptance Letter
1 h. Is the project located in any of NC's twenty coastal counties?
Yes_ No X
B. Applicant Information
1 a. Who is the Primary Contact? Eric Mularski
1 b. Primary Contact Emai/.'[e-mail]
1 c. Primary Contact Phone: [phone] (office)/ 704.806.1521(cell)
1 d. Who is applying for the permit?
_ Owner X Applicant (other than owner)
1 e. Is there an Agent Consultant for this project?
Yes X No
1f. Is this an after -the -fact permit application?*
Yes* No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of
impacts?
If so, attach the acceptance letter from mitigation bank or in -lieu fee program.
t_ Yesr' No
Acceptance Letter Attachment
1 h. Is the project located in any of NC's twenty coastal counties?*
1j. Is the project located in a designated trout watershed?*

2. Owner Information
N/A- Existing Utility Line Right-of-way through Parcel ID: 02K17027A and #02K17011
3. Applicant Information (if different from owner)
Kelsey Pace
Piedmont Natural Gas
4720 Piedmont Row Drive
Charlotte, NC 28210
Kelsey. PaWdWuke-energy.com;
704.731.4705 (office) 513.262.1872 (mobile)
4. Agent/Consultant (if applicable
Eric Mularski
HDR Engineering, Inc.
440 S. Church Street, Suite 900
Charlotte, NC 20202
eric.mularskia-hdinc.com
704.973.6878 (office) 704.806.1521 (mobile)
C. Project Information and Prior Project History
1. Project Information
1 a. Name of project: Line 5 Exposed Main Remediation Project
1 b. Subdivision name: N/A
1 c. Nearest municipality / town: Newton Grove
2. Project Identification
2a. Property Identification Number: 2b. Property size: 10.33 acres
(Study Area)
(tax PIN or parcel ID) PNG utility easements. Multiple parcels including:
Jerry P. Ingram
Parcel ID: #02K17021J
Jane Ellen Evans
Parcel ID: #02K17027A and #02K17011

Oscar J. Pruitt
Parcel ID: #02K17026
Callie Frances Lofton Heirs
Parcel ID: #OK17014L
Agnes M. English
Parcel ID: #02K17013E
Midford Williams, JR
Parcel ID: #2K17013J
Thomas J. Williams
Parcel ID: #02K17013K
Ildefonso Aparicio Arroyo & Ana Iris D Jesus Pichataro
Parcel ID: #02K17013M
2c. Project Address
Street Address: 371 Almon Road (based on Google Earth)
Address Line 2:
City: Newton Grove State / Province / Region: North Carolina
Postal / Zip Code: 28366 Country:
2d. Site coordinates in decimal degrees
Latitude: 35.303863 ° Longitude:-78.335824 °
3. Surface Waters
3a. Name of nearest body of water to proposed project. Tributary to Mill Creek
3b. Water Resources Classification of nearest receiving water. Class C; NWS
3c. What river basin(s) is your project located in?

3d. Please provide the 12-digit HUC in which the project is located. HUC-030202011305
(Middle Mill Creek)
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 site is primarily located within an existing Piedmont Natural Gas right of way. The maintained gas
pipeline easement is largely comprised of early successional woody, herbaceous, and vine species. An
environmental survey revealed the presence of several tributaries of Mill Creek and their adjacent
wetlands. Land use in the vicinity of the proposed Project consists of rural residential, agricultural areas,
and undeveloped forested lands.
4b. Have Corps permits of DWR certifications been obtained for this project (including
all prior phases) in the past?
Yes_ No_ Unknown X
4d. Attach an 8 % X 11 excerpt from the most recent version of the USGS topographic
map indicating the location of the project site. (for DWR). <See Attached>
4e. Attach an 8 % X 11 excerpt from the most recent version of the published County
MRCS Soil Survey map depicting the project site. (for DWR) <See Attached>
4f. List the total estimated acreage of all existing wetlands on the property:
Approximately 1.35 acres were delineated on the property (Study Area).
4g. List the total estimated linear feet of all existing streams on the property. -
Approximately 187 linear feet of Stream 1 (Tributary to Mill Creek) and 191 linear feet of Stream 2
(Tributary to Mill Creek) have been identified within the property (Study Area).
4h. Explain the purpose of the proposed project
Line 5 (existing 10-inch diameter pipe) is currently exposed at its crossing with a tributary to Mill Creek
which was found and identified during post Hurricane Florence patrols. The project was created to retire
and replace approximately 250 linear feet of 10-inch diameter natural gas pipeline with a new segment of
10-inch pipeline between Almon Road (SR 1191) and Mill Creek Church Road.
4i. Describe the overall project in detail, including indirect impacts and the type of
equipment to be used. -
The proposed remediation project includes the removal and replacement of approximately 250 linear feet
of 10-inch diameter natural gas pipeline. The abandoned pipeline will be excavated, removed, and
replaced with new pipeline that will installed by open cut methods immediately to the north of the existing
line and buried at least 5 feet below the existing tributaries to Mill Creek. The Project will include an
offloading/turnaround area near Almond Road, 20-foot wide proposed access road adjacent to the
existing right of way, and temporary turn around area east of the tributary to Mill Creek. Temporary

bridges will be installed over the tributaries to Mill Creek and timber mats will be placed in low areas
throughout the project area. See the Project Narrative and Notes on the Legends and Notes sheet of the
attached plans for further details.
4j. Please upload project drawings for the proposed project.
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact
areas?
Yes X No_ Unknown_
Comments:
HDR conducted a field survey on May 28, 2020 and follow up survey on July 23, 2020 to investigate the
Study Area for potential impacts to natural resources, including wetlands and jurisdictional waters of the
U.S. regulated under Section 404 of the Clean Water Act (CWA). The survey was conducted according to
the methodologies and guidance described in the U.S. Army Corps of Engineers (USACE) 1987 Wetland
Delineation Manual, USACE Post-Rapanos guidance (USACE 1987), the 2012 USACE Atlantic and Gulf
Coastal Plain Regional Supplement (Version 2.0) (USACE 2012), and the North Carolina Division of
Water Quality (NCDWQ) Methodology for Identification of Intermittent and Perennial Streams and Their
Origins.
A Preliminary Jurisdictional Determination will be submitted to the USACE to verify jurisdictional surface
water boundaries.
5b. If the Corps made a jurisdictional determination, what type of determination was
made?
_ Preliminary _ Approved _ Not Verified X Unknown _N/A
Corps AID Number:
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Jackson Garvey and Sara Easterly.
Agency/Consultant Company: HDR Engineering, Inc.
Other:
5d. List the dates of the corps jurisdiction determination or State determination if a
determination was made by the Corps or DWR. (not on new ePCN)
5dl. Jurisdictional determination upload
6. Future Project Plans
6a. Is this a phased project?

Yes_ No X
Are any other NWP(s), regional general permit(s), or individual permit(s) used, or
intended to be used, to authorize any part of the proposed project of related activity?
This includes separate and distant crossing for linear projects that require Department
of the Army authorization but don't require pre -construction notification.
Yes_ No X
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply)
—X—Wetlands X Streams -tributaries _X—Buffers
_Open Waters _Pond Construction
2. Wetland Impacts (Impact Table)
If there are wetland impacts proposed on the site, then complete this question for each
wetland area impacted. "W" will be used in the table below to represent the word
"wetland"
Wetland
Type of impact
Type of
Type of
Area of impact
impact number
wetland
jurisdiction
(acres)
— Permanent
(Corps — 404,
(P) or
10, DWR —
Temporary (T)
non-4040,
other )
W1 (T)
Clearing
Forested
404 and 401
0.06
W2 (T)
Clearing
Forested
404 and 401
0.15
W3 (P)
Clearing/Open
Forested
404 and 401
0.02
Cut (Maintained
Right-of-way)
W4 (T)
Excavation/Open
Emergent
404 and 401
0.11
Cut
W5 (T)
Fill (Timber
Emergent
404 and 401
0.09
Mats)
W6 (T)
Fill (Timber
Emergent
404 and 401
0.09
Mats)
W7 (T)
Excavation/Open
Emergent
404 and 401
0.08
Cut
W8 (P)
Clearing/Open
Forested
404 and 401
0.03
Cut (Maintained
Right-of-way)

2g. Total Temporary Wetland Impact: 0.58 ac
2g. Total Permanent Wetland Impact: 0.05 acre
2g. Total Wetland Impact: 0.63
2h. Comments: The proposed project will not result in a net loss of wetlands as no
permanent fill is proposed. Permanent impacts will be a result of the conversion of
forested wetlands to maintain the existing PNG pipeline easement.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts)
proposed on the site, then complete this question for each stream sites impacted. "S"
will be used in the table below to represent the word "stream".
Stream
Type of impact
Stream
Perennial
Average
Impact
impact
Name
or
stream
length
number —
Intermittent
width
(linear
Permanent
(feet)
feet)
(P) or
Temporary
(T)
S1 (T)
De -watering and
Tributary to
Perennial
10
60
Open Cut
Mill Creek
S2 (T)
De -watering and
Tributary to
Intermittent
3
60
Open Cut
Mill Creek
3i. Total jurisdictional ditch impact in square feet: 0
3i. Total permanent stream impacts: 0 linear feet
3i. Total temporary stream impacts: 120 linear feet
3i. Total stream and ditch impacts:
3j. Comments: , emporary impacts to existing stream channels (tributaries to Mill Creek)
are associated within the excavation of the exposed Line 5 gas pipeline and open cut
and de -watering (pump around) for the installation of new 10-inch pipeline. The
proposed impacts are temporary in nature and will not result in a net loss of stream bed.
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic
Ocean, or any other open water of the U.S., then individually list all open water impacts
below.
4g. Total temporary open water Impacts:
4g. Total permanent open water impacts:

4g. Total open water impacts:
4h. Comments: No open water impacts are associated with this project.
6. Buffer Impacts (for Johnston County)
If project will impact a protected riparian buffer, then complete the chart below.
Individually list all buffer impacts below.
6a. Project is in which protect basin(s)?*
Neuse
6h. Total buffer impacts: 1,085 sq.ft (P) and 2,835 sq.ft (T) = 3,920 sq. ft (TOTAL).
Buffer
Reason for
Stream
Buffer
Perennial
Zone 1
Zone 2
impact
Impact
Name
Mitigation
or
Impact
Impact
number —
Required?
Intermittent
(square
(square
Permanent
feet)
feet)
(P) or
Temporary
(T)
B1 (T)
Clearing
Tributary to
No
Perennial
900
610
(temporary
Mill Creek
construction
access)
B2 (T)
Clearing
Tributary to
No
Perennial
785
540
(temporary
Mill Creek
construction
access)
B3 (P)
Clearing
Tributary to
Yes
Perennial
440
210
(maintained right
Mill Creek
of way)
B4 (P)
Clearing
Tributary to
Yes
Perennial
260
175
(maintained right
Mill Creek
of way)
6i. Comments:
Permanent impacts will be associated with the tree removal activities within the 50-foot
maintenance right of way. Temporary riparian buffers impacts will be associated with
tree clearing impacts required for the construction workspace north of the proposed gas
pipeline excavation and installation. This area will not be permanently maintained and
will be allowed to re -vegetate naturally after construction.
E. Impact Justification and Mitigation
1. Avoidance and Minimization

1a. Specifically describe measures taken to avoid or minimize the proposed impacts in
designing the project.
An onsite delineation was conducted to identify jurisdictional surface waters within the Study Area. Turn
around and lay down areas were designed to avoid impacts to existing jurisdictional features. Temporary
construction easement width through the existing wetlands was minimized to greatest extent possible in
order to safely remove and replace the existing Line 5 pipeline. The new pipeline has been designed and
will be installed perpendicular to the Tributary to Mill Creek. An Erosion and Sediment Control plan was
developed to project adjacent surface waters from sediment runoff during construction.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts
through construction techniques.
• Stream and wetland crossings will be installed in the dry within a 24-hour period during low flow
conditions. Water will be pumped through a sediment filter bag before it is returned to the stream.
• Local weather conditions will be monitored, to the extent possible, to avoid high flow events
during and immediately following construction.
• Excavation of the trench line within the stream boundaries will be conducted from the top of bank
on either side to prevent trench spills to be dropped into the existing channel.
• Where possible, the top 6 to 12 inches of streambed substrate will be stockpiled separately from
the subgrade material and kept saturated during the pipeline installation. After pipe installation is
complete, the stockpiled substrate will be replaced on the bottom of the stream channel and set
at its pre -construction streambed elevation.
• Temporary bridges will be installed over the tributaries to Mill Creek to avoid impacts to the
existing stream bed.
• Temporary timber matting will be installed in wetlands for construction access minimize
disturbance to existing wetlands.
• Pumps shall be obtained and staged prior to executing the stream crossing. Back-up pumps shall
be kept on -site in case of primary pump(s) malfunction or to control high flows. All pumps will be
placed in secondary -containment for the duration of the installation. In the event of unforeseen
weather (i.e., rain) during installation, pumps near the crossing will be monitored 24-hours a day
until normal flow conditions return.
• Removal of in -stream control devices will be conducted in such a manner as to allow a gradual
re -introduction of flowing water into the channel.
• Any disturbed stream banks associated with the removal of the exposed pipe and installation of
the new gas pipepline will be sloped back and seeded with a native riparian seed mix. Coir
matting will be installed to anchor the seeding and stabilize the banks.
• Trees and shrub in wetlands and riparian areas will be hand cleared. Stumps shall be grubbed as
needed to the install the proposed 12-inch pipe as needed only. The remaining stumps will be cut
off at grade level.
• Wetlands will be re -graded to their pre -construction contours and seeded with a native wetland
seed mix; no heavy mulching will occur in wetlands.
• Erosion & Sediment Control devices will be installed according to the most recent version of the
"North Carolina Sediment and Erosion Control Planning Design Manual" and approved by the
local governing authority. All implemented measures for best management practices (BMPs) will
be inspected on a routine basis and operation and maintenance of devices will be in compliance
with water quality standards.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State

2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S
or Waters of the State?
Yes_ No X
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
Permanent wetland impacts (clearing) do not exceed 1 /10 acre. According to Nationwide Permit General
Conditions 23 (c), For losses of 1/10 acre or less that require a pre -construction notification, the district
engineer may determine on a case -by -case basis that compensatory mitigation is required to ensure that
the activity results in only minimal adverse environmental effects.
2c. If yes, mitigation is required by:
2d. If yes, which mitigation option(s) will be used for this project?
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified
within one of the NC Riparian Buffer Protection Rules?
Yes_X_ No-
1 b. All buffer impacts and high ground impacts require diffuse flow or other form of
stormwater treatment. If the project is subject to a state implemented riparian buffer
protection program, include a plan that fully documents how diffuse flow will be
maintained.
All Stormwater Control Measures (SCM)s must be designed in accordance with the
Stormwater Design Manual. Associated supplement forms and other documentation
shall be provided.
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES
permit NCS000250?
Yes_ No X
2b. Does this project meet the requirements for low density projects as defined in 15A
NCAC 02H.1003(2)?
Yes X No
G. Supplementary Information

1. Environmental Documentation
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the
use of the public (federal/state) land?
Yes_ No X
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 X
3. Cumulative Impacts (DWR Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
additional development, which could impact nearby downstream water quality?
Yes_ No X
3b. If you answered "no," provide a short narrative description.
This project is privately funded and will not require a cumulative impact analysis. Best management
practices will be deployed through the duration of the project. The completed project is not anticipated to
result in incremental adverse effects to downstream water quality.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?
Yes_ No X 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 X
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?
Yes X No_
5c. If yes, indicate the USFWS Field Office you have contacted.
A consultation letter will be submitted to the USFWS's Raleigh Field Office
5d. Is another Federal agency involved?
Yes_ No_ Unknown X
5e. Is this a DOT project located within Division's 1-8?

Yes_ No X
5j. What data sources did you use to determine whether your site would impact
Endangered Species or Designated Critical Habitat?
The USFWS's Critical Habitat GIS shapefiles were reviewed and a query of the N.C. Natural Heritage
Program's (NCNHP) Data Explore database for protected species distribution and proximity to the Project
Area was conducted (see attached Project Report [NCNHDE-12068]). The USFWS's database revealed
that there is no active critical habitat for federally protected species within the Project Area. The resulting
NCNHP Data Explorer Project Report indicated that no records for rare species or important natural
communities, natural areas, and/or conservation/managed areas occur within the Project Area. However,
two natural areas and three managed areas were reported within a one mile radius of the Project Area
(See attached).
Potential habitat for the yellow lance is found the tributary to Mill Creek tributary. A species survey has not
been conducted by certified biologists. Suitable habitat for Michaux's sumac exists within the Project
Area, however, no individuals were located during a survey conducted by qualified biologists on May
28th, 2020.
No suitable habitat was located within the Project Area for red -cockaded woodpecker or bald eagle.
Impacts to the federally listed species for Johnston County are not anticipated. Correspondence (dated
September 9, 2020) was sent to the USFWS requesting comments on any possible issues that may
emerge with respect to endangered species, migratory birds, or other resources from the proposed
construction activities.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?
Yes_ No X
6b. What data sources did you use to determine whether your site would impact an
Essential Fish Habitat?
https://www.habitat.noaa.gov/protection/efh/efhmapper/
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 historical or cultural preservation status?
Yes_ No X
7b. What data sources did you use to determine whether your site would impact historic
or archeological resources?
No architectural structures or archaeological artifacts were observed or noted during the preliminary
survey of the site on May 28, 2020. Desktop data reviews of the National Park Service NRHP GIS Public
Dataset and the NC State Historic Preservation Office (NCSHPO) HPOWEB GIS Web Service have been
completed. There were no historic structures or National Register listed structures identified within the
Study Area. A National Register Historic District (Bentonville Battlefield JT1355) was identified within
1,000 feet of the Study Area and is located due east of the Project.

Correspondence (September 9, 2020) was sent to the NCSHPO requesting information on
historic/cultural resources that may be impacted by the proposed project (see request attached).
7c. Historic or Prehistoric Information Upload.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?
Yes_X_ No_
8b. If yes, explain how project meets FEMA requirements:
The proposed activities located within the existing floodplain are temporary and will not result in a rise in
the existing designated floodplain elevation.
8c. What sources did you use to make the floodplain determination?
FEMA map number 3720158600K and 3720250600K
Miscellaneous
Comments
Miscellaneous attachments not previously requested.
-END-

n'4A I
LEGEND
Q Study Area
DATA SOURCE: http://goto.arcgisonline.com/
maps/USA_Topo_Maps
0 Feet 2,000
-cd >
Study Area
C c'm
I I
j \ rah \ TON J INeMon Grove �— ® \
71*
104
� Cem
s f
CIO
Study Area Ho'lTOwnlz BArnEgagu!ID cem
_ (STATE HISTORIC ST E) 444
S
clam
\ ` 184
HInrW
—
IiaS -- —
1143
v /
C@>n
Qa �_ r Car
% a ,
170
011I Piedmont LINE 5 EXPOSED MAIN REMEDIATION PROJECT
FnNatural Gas PROJECT VICINITY
Energy that shows' FIGURE 1
PATH:GAGISIPROJECTS10B72_DUKEENERGY110226538_PNG LINE 5EXPOSED MAIN%7.2 WORK _IN_PROGRESSIMAP_DOCS%MXD%WORKING%MCHMEMO%FIGUREI.MXD-USER : JGAWEY - DATE: W1312020 TECHNICAL MEMORANDUM

... m �
LEGEND
Study Area
Q Upland Data Point
Q Wetland Data Point
HDR Delineated Stream
HDR Delineated
Wetland
USGS Streams
National Register
Historic District
NWI Wetlands
NWI Open Water
Parcels
FEMA Flood Hazard
Zone AE
0 Feet 500
DATA SOURCE: (NC ORTHOIMAGERY.2017 ,
;USFWS NATIONAL WETLANDS INVENTORY
(HTTP://WWWFWS.GOV.WETLANDS [2017]);
NCHPOWEB GIS DATABASE, (FEMA) MAP
SERVICE CENTER)
H
Stream 1
Tributary to Mill Creek
= 187 linear feet
i=x.11101
H
W 'I
&VwIAI� I
Stream 2
Tributary to Mill Creek
= 191 linear feet
Wetland 1
PEM 1/PSS1
= 1.35 acres
BH
3H
R5UBH
:b11Jy:'
Ben to 7vi I I a Battlefield
JT1355
I
r6miedmont LINE 5 EXPOSED MAIN REMEDIATION PROJECT
ratural Gas ENVIRONMENTAL RESOURCES MAP
Energy that shows" FIGURE 2
PATH:G:IGISIPROJECTSIl872_OUKEENERGY11022651fi_ PNG LINE 5 EXPOSED MAIN17.2_WORK _IN_PROGRESSIMAP OOCSIMXOIWORKINGITECH MEMOTIGURE 2 20200811.MX0 - USER: JGARVEY - DATE: 811312020 NATURAL RESOURCES TECHNICAL MEMORANDUM

U, S. DEPAHTNIF:NT OF AGRICL?LTI' RE SHEET NO, 15
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This soil survey map was compiled by the lJ. S. Department of 5090 4000 3400 2001) 1000 4 5000 10000 Felt
Agriculture. Soil Conservatlpn Service, and cooperating agencies. a s 0 1 2 3 Kiionreters
Base maps are orthophotographs prepared by the U. S. Depart- Scale • 1 :24000
merit of Interior, Geological Survey from igso aerial photography.
Coordinate grid ticks and land division corners, if shown, are
JOHNSTON CDIJIVTY, NORT}! CAROI.INA NO 15
approximately positioned,
SHEET NO. 15 DE 16

90% DESIGN
ISSUE FOR REVIEW
LINE 5 EXPOSED MAIN
REMEDIATION PROJECT
JOHNSTON COUNTY, NORTH CAROLINA
DRAWING INDEX
SHEET NUMBER
DRAWING NUMBER
DRAWING TITLE
1
PNG-G-005-0001022
COVER SHEET & DRAWING INDEX
2
PNG-G-005-0001024
GENERAL NOTES AND LEGEND
3
PNG-C-005-0001023
ALIGNMENT PLAN AND PROFILE
4
PNG-C-005-0001026
SITE LAYOUT AND EROSION AND SEDIMENT CONTROL PLAN
5
PNG-C-005-0001027
DRIVEWAY ENTRANCE IMPROVEMENTS
6
PNG-C-005-0001028
EROSION & SEDIMENT CONTROL DETAILS
7
PNG-C-005-0001029
EROSION & SEDIMENT CONTROL DETAILS
8
PNG-C-005-0001030
EROSION & SEDIMENT CONTROL DETAILS
9
PNG-C-005-0001031
EROSION & SEDIMENT CONTROL DETAILS
10
PNG-C-005-0001032
EROSION & SEDIMENT CONTROL DETAILS
11
PNG-C-005-0001033
EROSION & SEDIMENT CONTROL SEEDING PLAN
12
PNG-C-005-0001034
EROSION & SEDIMENT CONTROL NOTES
13
PNG-D-005-0001008
P&ID LEGEND AND SYMBOLS
14
PNG-D-005-0001009
P&ID LEGEND AND SYMBOLS
15
PNG-D-005-0001010
P&ID LEGEND AND SYMBOLS
16
PNG-D-005-0001011
LINE 5 EXPOSED MAIN REMEDIATION P&ID
17
PNG-G-005-0001027
BILL OF MATERIALS
LOCATION MAP
SCALE: NTS
LAT 35.303863, LNG-78.335824
HDR Engineering Inc. of the Carolinas, N.C.B.E.L.S. License Number F-0116
440 S. Church Street, Suite 1000, Charlotte, NC 28202, 704.338.8700
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S)
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO. DATE REVISION(S) DESCRIPTION
A 06/29/2020 ISSUED FOR 30%
B 08/13/2020 ISSUED FOR 60% REVIEW
C 09/14/2020 ISSUED FOR 90% REVIEW
PROFESSIONAL ENG/ARCH STAMP
BY
CHK
JAPPD
DESCRIPTION
APPROVALS
NDM
JG
TO
AREA CODE
DATE
INITIALS
REGIONAL
ENGINEER
NICK
JG
TO
ACCOUNT NUMBER
IMM
JG
TO
PROJECT NUMBER
231794
DATE
-
INITIALS
N/A
MGR TECH
REC & STD
DRAWING BY
WDM
STATION ID
I
DATE
INITIALS
N/A
PRINCIPAL
ENGINEER
CHECKER INITIALS
JG
LINE 5 EXPOSED MAIN REMEDIATION PROJECT
Piedmont COVER SHEET & DRAWING INDEX
Mural
JOHNSTON COUNTY, NORTH CAROLINA
COPYRIGHT 2018 GOLDSBORO, NC
Krnwwkm% below,
Call Wom you dig
SHEET(S) 1 OF 17 1 DWG SCALE NONE
DWG DATE 06/24/2020 ISUPERSEDED
DRAWING NUMBER REVISION
PNG G-005-0001022 C
CIVIL / GOLDSBORO / LINE 005

PROJECT NARRATIVE
SOIL EROSION AND SEDIMENT CONTROL NOTES
LEGEND
5. ALL DRAWING MEASUREMENTS ARE TO BE TAKEN FROM EXISTING GRADE. FINAL
1. INSTALLER IS TO CONSTRUCT ALL SOIL EROSION AND SEDIMENT CONTROL MEASURES AT THE COMMENCEMENT OF
I
PROPOSED PIEDMONT NATURAL GAS PIPELINE
THE LINE 5 PROJECT IS A REMEDIATION PROJECT LOCATED IN JOHNSTON COUNTY, NORTH CAROLINA FOR
GRADE SHALL BE MATCHED TO SURROUNDING GRADE AS PER PERTINENT PIEDMONT
THE PROJECT, PROVIDE MAINTENANCE AND ASSURE EFFECTIVENESS THROUGHOUT THE DURATION OF THE PROJECT.
R R R
PROPERTY LINE
PIEDMONT NATURAL GAS (A SUBSIDIARY OF DUKE ENERGY). THE REMEDIATION REQUIREMENT WAS FOUND AND
DESIGN AND CONSTRUCTION STANDARDS.
1150
LINE LIST NUMBER
IDENTIFIED DURING POST HURRICANE FLORENCE PATROLS. THIS PROJECT WAS CREATED TO RETIRE AND REPLACE
2. CARE SHALL BE TAKEN TO MINIMIZE DOWNSTREAM SILTATION. RAW BANKS MAY BE SEEDED AND MULCHED TO
STRUCTURES
AN EXISTING 250' SECTION OF 10-INCH NOMINAL PIPE SIZE LINE 5 WITH A NEW SEGMENT OF 10-INCH PIPELINE
6. INSTALLER IS TO REMAIN WITHIN CONSTRUCTION WORKING LIMITS. ACCESS TO
PREVENT EROSION.
BETWEEN ALMON ROAD AND MILL CREEK CHURCH ROAD (@ 35.303863,-78.335824), NORTHEAST OF THE TOWN OF
AREAS OUTSIDE WORKING LIMITS MUST BE COORDINATED WITH THE OWNER OR
EDGE OF PAVEMENT
NEWTON GROVE, NC.
PIEDMONT PROJECT MANAGER.
3. ALL SPOILS INCLUDING ORGANIC SOILS, VEGETATION AND DEBRIS SHALL BE REMOVED FROM THE SITE AND
EXISTING PIPELINE EASEMENT
THE EXISTING RIGHT OF WAY ROW APPEARS TO BE 50' WIDE AND CONTAINS 2 TRANSMISSION LINES, ONE OF
(ROW)
7. ALL EXCESS EXCAVATION, CONSTRUCTION DEMOLITION DEBRIS AND UNSUITABLE
PROPERLY DISPOSED OF IN SUCH A MANNER AS TO NOT ERODE INTO ANY BODY OF WATER OR WETLAND.
_ _ _ _ _ _
EXISTING RAILROAD EASEMENT
WHICH IS LINE 5. THE EXPOSURE IS LOCATED AT THE PIPELINE CROSSING OF THE MILL CREEK TRIBUTARY 4 AND
MATERIALS THAT DO NOT CONTAIN ASBESTOS SHALL BE REMOVED FROM THE SITE
4. SILT FENCING SHALL BE PLACED WHERE NECESSARY TO PREVENT SEDIMENT FROM LEAVING THE WORK AREA.
- - - - - -
EXISTING ROAD RIGHT OF WAY
THEREFORE THE TOTAL FOOTAGE TO BE REPLACED WILL BE DETERMINED BY A US ARMY CORP OF ENGINEERS
(USAGE) JURISDICTION DELINEATION.
AND PROPERLY DISPOSED.
5. INLET FILTERS ARE REQUIRED AT ALL SEWER INLETS, GRATES AND MANHOLES FOR SEDIMENT CONTROL.
- -
EXISTING DUKE ENERGY EASEMENT
THE EXISTING LINE 5 WAS INSTALLED IN 1959. THE LINE IS 10-INCH NOMINAL DIAMETER WITH A 0.188 WALL OF X42
8. STANDARD SPECIFICATIONS REFERENCED ON THIS SHEET AND CONSTRUCTION
6. WETLAND AREAS SHALL HAVE SILT FENCING INSTALLED NO CLOSER THAN 25 FEET FROM POINT OF WETLAND
830
MAJOR CONTOUR
STEEL AND COATED WITH AN EPDXY/COAL TAR ENAMEL (ASSUME ASBESTOS IN THIS VINTAGE). THE LINE
PLANS ARE CONSIDERED AS PART OF THE CONTRACT DOCUMENTS. INCIDENTAL
DELINEATION.
MINOR CONTOUR
CURRENTLY HAS A MAXIMUM OPERATING AND MAXIMUM ALLOWABLE OPERATION PRESSURE (MOP/MAOP) OF 695
ITEMS OR ACCESSORIES NECESSARY TO COMPLETE THIS WORK MAY NOT BE
PSIG.
7. INSTALL PERIMETER MEASURES AROUND TOPSOIL STOCKPILES. LOCATE TO AVOID EROSION OF SAID STOCKPILE
SURVEY DATA2018
-
SURVEY / LIDAR DATA BOUNDARY
SPECIFICALLY NOTED, BUT ARE CONSIDERED TO BE A PART OF THIS CONTRACT.
ONTO OFFSITE AREAS.
�IDARDArA2013
EXISTING SITE CONDITIONS
9. BEFORE ACCEPTANCE BY THE OWNER AND FINAL PAYMENT, ALL WORK SHALL BE
g. ALL ENVIRONMENTAL MEASURES SHALL BE PER PERTINENT PIEDMONT DESIGN AND CONSTRUCTION STANDARDS.
GAS GAS
EXISTING GAS LINE
THE EXISTING SITE IS A CLEARED 50 FOOT ROW. THE ROW STARTS AT THE ASPHALT ALMON ROAD, HAS A SMALL
INSPECTED AND APPROVED BY PIEDMONT OR COMPANY REPRESENTATIVE. FINAL
-X-X-X-X-X-X-X-X-X-
EXISTING FENCE LINE
CLEARING FOR THE FIRST 500 FEET THEN RUNS THROUGH ABOUT 1600 FEET OF TREE LINED ROW TO THE WETLAND
PAYMENT SHALL BE MADE AFTER ALL OF THE INSTALLER'S WORK HAS BEEN
9. THE TOTAL PROJECT DENUDED AREA IS 3.73 AC.
EXISTING RAILROAD CL OF TRACKS
AND WHAT IS ASSUMED TO BE THE JURISDICTIONAL WATERWAY OF MILL CREEK TRIBUTARY 4. THE MILL CREEK
ACCEPTED AND APPROVED AND IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.
10. ALL EROSION CONTROL MEASURES SHALL BE IN STRICT ACCORDANCE WITH LOCAL AND STATE STANDARDS,
EXISTING TREE LINE
TRIBUTARY IS KNOWN TO HAVE WETLANDS OF 489 LF ALONG THE ROW. PAST THE CREEK THE ROW IS TREE -LINED
10. DURING CONSTRUCTION, ALL LOOSE MATERIAL THAT ARE DEPOSITED IN THE FLOW
SPECIFICALLY THE NC EROSION & SEDIMENT CONTROL MANUAL, AND LOCAL ORDINANCES.
-
EXISTING DITCH
FOR APPROXIMATELY 900 FEET. THEN THE ROW RUNS ADJACENT TO SOME RESIDENTIAL PROPERTIES FOR 400 FEET
BEFORE ENTERING A CLEARED AND APPARENTLY CULTIVATED HAY FIELD FOR THE FINAL 1200 FEET TO MILL CREEK
LINE OF GUTTERS, DRAINAGE STRUCTURES, DITCHES, ETC. SUCH THAT THE
11. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION & SEDIMENT CONTROL MEASURES
EXISTING CULVERT
CHURCH ROAD. THE SIDE OF THE ROW IS ACCESSED FROM AN EXISTING DRIVE FOR THE JANE EVEN'S TRUST
NATURAL FLOW LINE OF WATER IS OBSTRUCTED, SHALL BE REMOVED AT THE END
TO ENSURE DEVICES ARE FUNCTIONING PROPERLY TO MINIMIZE EROSION AND SEDIMENT TRANSFER. ALL AREAS
PROPERTY APPROXIMATELY 400 FEET SOUTH OF THE PIPELINE ROW INTERSECTION WITH THE ASPHALT MILL CREEK
OF EACH WORK DAY.
SHALL BE INSPECTED WEEKLY, OR WITHIN 24 HOURS OF A RAIN EVENT PRODUCING 1.0" OR GREATER PRECIPITATION,
T
EXISTING TELEPHONE LINE
CHURCH ROAD.
11. ALL FIELD TILE ENCOUNTERED DURING CONSTRUCTION SHALL BE EXTENDED TO
AND DOCUMENTED ON NPDES PERMIT MONITORING RECORDS.
f�
EXISTING POWER POLE
OUTLET INTO AN EXISTING DRAINAGE WAY. A RECORD OF ALL FIELD TILE FOR ONSITE
12. A RAIN GAUGE SHALL BE INSTALLED AND MAINTAINED ON SITE. SELF -INSPECTIONS AND NC DEQ MONITORING
OHE OHE
EXISTING OVERHEAD ELECTRIC
EROSION AND SEDIMENT CONTROL NARRATIVE
ALL WORK WILL BE COMPLETED WITHIN DUKE EXISTING AND ACQUIRED PERMANENT EASEMENTS, TEMPORARY
DRAIN PIPE ENCOUNTERED SHALL BE KEPT BY THE INSTALLER AND TURNED OVER
RECORDS SHALL BE COMPLETED BY THE CONTRACTOR -SEE LINK
EXISTING ELECTRIC TOWER
CONSTRUCTION EASEMENTS, AND NCDOT RIGHT OF WAY THROUGH APPROVED ENCROACHMENT AGREEMENTS.
TO THE PROJECT MANAGER UPON COMPLETION OF THE PROJECT.
(http://deg.nc.gov/about/divisions/energy-mineral-land-resources/erosion-sediment-control/forms). AN APPROVED COPY OF THE
ALL PROPOSED WORK FOR THIS PROJECT IS LOCATED IN JOHNSTON COUNTY, NORTH CAROLINA AND IS WITHIN THE
12. INSTALLER IS REQUIRED TO MAINTAIN A SET OF ISSUED FOR CONSTRUCTION
E&SC PLAN WITH PLACARD & APPROVAL LETTER, COPY OF THE NPDES PERMIT, AND A MINIMUM OF 30 DAYS OF
ss
EXISTING SANITARY SEWER
NCDEQ RALEIGH REGIONAL OFFICE.
DRAWINGS AND ALL PERMITS AT THE JOB SITE. ANY MODIFICATIONS OR
SELF -INSPECTION REPORTS ARE TO BE KEPT ON SITE UNTIL PROJECT CLOSURE BY NC DEQ.
Q
EXISTING SANITARY SEWER MANHOLE
PRIOR TO INITIATING TEMPORARY AND PERMANENT CONSTRUCTION PHASES ASSOCIATED WITH THE NEW PIPELINE,
ALTERATIONS TO THE PLANS OR SPECIFICATIONS SHALL BE APPROVED BY THE
13. E&SC MEASURES SHALL BE INSTALLED AT ANY AREAS USED FOR CONTRACTOR EQUIPMENT STAGING, MATERIALS
-"-"- - -
EXISTING DELINEATED STREAM
A DUKE ENERGY CONSTRUCTION CONTRACTOR WILL SURVEY AND STAKE THE LIMITS OF DISTURBANCE AND
PROJECT MANAGER.
LAYDOWN, SPOIL, OR WASTE AREAS. STAGING AREAS AND MATERIAL STOCKPILES FOR THIS PROJECT WILL BE
INSTALL ALL PERIMETER EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON PLANS.
13. INSTALLER IS SOLELY RESPONSIBLE FOR EXECUTION OF HIS/HER WORK IN
LOCATED WITHIN APPROVED LIMITS OF DISTURBANCE AND ENCOMPASSED BY SILT FENCE EXCEPT FOR THE POINTS
EXISTING DELINEATED POND
THE STREAM CROSSING IS A TRIBUTARY TO MILL CREEK. THE PROJECT IS IN THE NEUSE RIVER BASIN.
ACCORDANCE WITH THE CONTRACT DOCUMENTS AND SPECIFICATIONS. INSTALLER
OF ACCESS TO THE AREA.
EXISTING DELINEATED WETLAND
IS RESPONSIBLE FOR THE CONSTRUCTION METHODS AND TECHNIQUES,
14. ANY DEWATERING OF SEDIMENT CONTAINMENT DEVICES FOR MAINTENANCE OR REMOVAL SHALL BE DONE THROUGH
EROSION AND SEDIMENT CONTROL MEASURES FOR THIS LINEAR PROJECT WILL CONSIST PRIMARILY OF PERIMETER
SEQUENCES, TIME OF PERFORMANCE ALL SAFETY PRECAUTIONS.
A SILT BAG.
PROPOSED PERMANENT EASEMENT
MEASURES SUCH AS SILT FENCE AND COMPOST SOCK. AN APPROVED CONSTRUCTION ENTRANCE WILL BE
14. MINIMUM DEPTH OF BURIAL SHALL BE PER PERTINENT PIEDMONT DESIGN AND
15. ADDITIONAL EROSION CONTROL DEVICES MAY BE REQUIRED DUE TO FIELD CONDITIONS INCLUDING THE USE OF
PROPOSED TEMPORARY
INSTALLED AND ALL ACCESS ROADS WILL BE STABILIZED WITH ABC OR TIMBER MATS. ALL EXPOSED AREAS WILL BE
CONSTRUCTION STANDARDS.
MATTING ON ALL DISTURBED AREAS IF WET CONDITIONS ARE PRESENT.
CONSTRUCTION EASEMENT
PROPERLY VEGETATED AS NOTED IN THE SEEDING PLAN. MATTING WILL BE PROVIDED ON SLOPES 3:1 OR STEEPER.
PROPOSED FACILITY
15. ALL PIPELINES BEING CROSSED ARE TO BE PROTECTED WITH A MINIMUM OF (3) 4
16. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION
GENERAL NOTES
FEET X 18 FEET WOODEN TIMBER MATS.
CONTROL ON LARGE DENUDED AREAS. TEMPORARY AND PERMANENT STABILIZATION MUST BE INSTALLED WITHIN
PROPOSED ACCESS ROAD (IMPROVED) SEE DETAIL ON DRAWING C-0050001031
( )
1. INSTALLER SHALL FURNISH ALL MATERIALS NOT PROVIDED BY THE COMPANY (UNLESS OTHERWISE NOTED ON
16. PER PERTINENT PIEDMONT DESIGN AND CONSTRUCTION STANDARDS, FOR OPEN
REQUIRE NCDEQ TIME FRAMES NOTED IN THESE PLANS.
DRAWINGS OR SPECIFICATIONS) INCLUDING EQUIPMENT TRANSPORTATION SERVICES AND PERFORM ALL
DITCH EXCAVATION, A MINIMUM OF TWO FEET OF SEPARATION SHALL BE MAINTAINED
17. ALL MATERIALS REQUIRED FOR INSTALLATION OF SEDIMENTATION AND EROSION CONTROL MEASURES SHALL BE
PROPOSED ACCESS ROAD (PERMANENT)
NECESSARY WORK AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREINAFTER.
BETWEEN ALL CROSSING STRUCTURES. SEPARATION BETWEEN CROSSING
AVAILABLE ON SITE BEFORE ANY LAND DISTURBING ACTIVITY IS BEGUN.
PROPOSED ACCESS ROAD (UNIMPROVED)
2. IT SHALL BE THE RESPONSIBILITY OF THE INSTALLER TO VERIFY ALL DIMENSIONS GIVEN ON THE DRAWINGS. ANY
STRUCTURES AND PIPELINES THAT ARE INSTALLED VIA DIRECTIONAL DRILLING
tt .frfr. �.t .t�5{f.frfr.rfr.rfr.r.;
ITEM IN QUESTION SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT MANAGER PRIOR TO PROCEEDING
METHODS IS AT THE DISCRETION OF ENGINEERING.
I
PROPOSED ANODE BED
WITH THE WORK.
CLEARING AND CONSTRUCTION NOTES:
17. DURING BACKFILLING, A SIX INCH CROWN SHALL BE PLACED ON ALL DISTURBED
3. INSTALLER SHALL BE RESPONSIBLE FOR PROTECTION OF ALL SURROUNDING AREAS.
AREAS. COMPACTION REQUIREMENTS SHALL BE PER PERTINENT PIEDMONT DESIGN
THE FOLLOWING ACTIVITIES SHALL BE FOLLOWED BY PNG AND ITS CONTRACTORS FOR THE PROJECT.
PROPOSED LAYDOWN YARD
4. ALL BELOWGROUND WELDS SHALL BE COATED WITH HBE-95 OR SP-2888 PER PERTINENT PIEDMONT DESIGN AND
AND CONSTRUCTION STANDARDS.
1. COORDINATE WITH DUKE ENERGY TO CONTACT IMPACTED PROPERTY OWNERS PRIOR TO BEGINNING WORK.
PROPOSED CONVENTIONAL BORE
CONSTRUCTION STANDARDS.
18. BOLTS FOR FLANGES TO BE TORQUED PER PERTINENT PIEDMONT DESIGN AND
2. CALL NC DEQ (RALEIGH REGIONAL OFFICE) AT 877-623-6748 TO SCHEDULE A PRE -CONSTRUCTION MEETING AT LEAST
5. ALL ABOVEGROUND PIPING TO BE BLASTED TO CORRECT SOCIETY FOR PROTECTIVE COATINGS (SSPC) SURFACE
CONSTRUCTION STANDARDS.
48 HOURS PRIOR TO PROJECT ACTIVATION.
PROPOSED BORE PIT
PROFILE. PAINT SYSTEM TO BE UTILIZED SHALL BE PER PERTINENT PIEDMONT DESIGN AND CONSTRUCTION
19. CONTRACTOR SHALL INSTALL ORANGE SAFETY FENCE TO DUKE SPECIFICATIONS
3. PRIOR TO START OF CONSTRUCTION, STAKE LIMITS OF DISTURBANCE AND INSTALL ALL PERIMETER EROSION
CFSl2
PROPOSED 12" COMPOST FILTER SOCK (SEE DRAWING C-005-0001028)
STANDARDS.
WHEN CONSTRUCTION ACTIVITIES OCCUR IN CLOSE PROXIMITY TO ELECTRIC
CONTROL MEASURES.
FS24
PROPOSED 24" COMPOST FILTER SOCK (SEE DRAWING C-005-0001028)
6. UPON BACKFILLING IN AREAS OF ROCK, BURIED PIPE SHALL HAVE 6" OF SAND PAD FILL PLACED AROUND THE
TOWERS.
4. ALL CONSTRUCTION ACCESS, PARTICULARLY THOSE CROSSING BRANCHES THAT ARE NOT SHOWN ON THE APPROVED
-SF-SF-
PROPOSED REINFORCED SILT FENCE (SEE DRAWING C-005-0001032)
PIPE'S CIRCUMFERENCE.
PLANS, SHALL FOLLOW THE TYPICAL DETAILS INCLUDED IN THIS PLAN SET.
10
PROPOSED TRENCH PLUG (PLAN AND PROFILE) (SEE DRAWING C-005-0001032)
7. PRESSURE TESTING SHALL MEET THE REQUIREMENTS OF PNG'S PRESSURE TESTING STANDARD, PER
CIVIL AND STRUCTURAL NOTES
5. ALL ROAD BEDS, SLOPES, AND DISTURBED AREAS SHALL BE STABILIZED IMMEDIATELY AND SEEDED WITHIN 7
>>
PROPOSED WATER BAR (PLAN VIEW) (SEE DRAWING C-005-0001029)
PERTINENT PIEDMONT DESIGN AND CONSTRUCTION STANDARDS.
1. ADDITIONAL EXCAVATIONS BELOW FOOTINGS MAY BE NECESSARY TO REACH
WORKING DAYS OF COMPLETION OF ANY GRADING.
PROPOSED WATER BAR (PROFILE VIEW) (SEE DRAWING C-005-0001029)
8. INSTALLER SHALL DEWATER ALL HYDROSTATICALLY TESTED PIPING, USING CLEANING PIGS AS REQUIRED, AND
UNDISTURBED SOIL. SHOULD THIS OCCUR, THE EXCAVATION SHALL BE BROUGHT TO
6. ALL ROAD BEDS, SLOPES, AND DISTURBED AREAS SHALL BE STABILIZED AT THE END OF EACH WORK DAY.
-x x x x
PROPOSED ORANGE SAFETY FENCE (SEE DRAWING C-005-0001030)
DRY TO A DEWPOINT OF -40 OF PER PERTINENT PIEDMONT DESIGN AND CONSTRUCTION STANDARDS.
THE BOTTOM OF THE FOOTING ELEVATION WITH COMPACTED SAND FILL MEETING
7. MINOR FIELD ADJUSTMENTS TO THE PROPOSED SEDIMENT AND EROSION CONTROL MEASURES (SUCH AS SHIFTING
W8 Wg
PROPOSED CLEAN WATER DIVERSION WATTLE (SEE DRAWING C-005-0001031)
9. NCUC SHALL BE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO CONDUCTING HYDROSTATIC TESTING.
THE REQUIREMENTS OF MODIFIED PROCTOR COMPACTION TEST (ASTM D1557) TO
THE POSITION OR DIRECTION OF A SILT FENCE) WILL BE NECESSARY TO ACCOUNT FOR REAL TERRAIN CONDITIONS.
822
PROPOSED MINOR CONTOURS
10. WHEN CONFLICTS BETWEEN DESIGN DETAILS AND PNG CONSTRUCTION STANDARDS / MANUALS EXIST, THE
95% IN SIX INCH LIFTS.
ADDITIONAL SEDIMENT AND EROSION CONTROL MEASURES COULD BE NECESSARY TO PREVENT SEDIMENT
820
PROPOSED MAJOR CONTOURS
MORE STRINGENT REQUIREMENTS SHALL APPLY. CONTRACTOR SHALL NOTIFY PNG PROJECT MANAGER
2. ALL EXPOSED CONCRETE EDGES SHALL HAVE A 1" X 1" 450 CHAMFER.
TRANSPORT OFF -SITE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR AT ALL TIMES TO PREVENT EROSIVE
_ _ _ _ _ _ _ _ _ _ _ _
PROPOSED DRAINAGE AREA
0
0
IMMEDIATELY FOLLOWING IDENTIFICATION OF CONFLICTS.
3. CONCRETE SHALL BE MIXED AND POURED PER PERTINENT PIEDMONT DESIGN AND
CONDITIONS AND PREVENT SEDIMENT TRANSPORT OFF -SITE. SHOULD QUESTIONS OR CONCERNS ARISE REGARDING
TEMPORARY MATTING (SLOPES AND CHANNELS) (SEE DRAWINGS
CONSTRUCTION STANDARDS. TESTING SHALL CONFORM TO ACI 318. INSTALLER TOco
THE IMPLEMENTATION OF THESE E&SC PLANS, PLEASE CONSULT THE ENGINEER FOR ASSISTANCE. MAJOR
C-005-0001032 AND C-005-0001028 )
Co
SUPPLY ALL CONCRETE AND TESTING.
DEVIATIONS TO THE APPROVED E&SC PLANS MUST BE REPORTED AND APPROVED BY NCDEQ.
ti
CONSTRUCTION NOTES
LOD
PROPOSED LIMITS OF DISTURBANCE
J
4. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 SPECIFICATION. STEEL
8. SEDIMENT AND EROSION CONTROL MEASURES MUST BE MAINTAINED ON A DAILY BASIS DURING ALL CONSTRUCTION
CHco
SILT FENCE J HOOK (SEE DRAWING C-005-0001030)
N
`"
1. EXISTING OVERHEAD AND BELOWGROUND FACILITIES MAY BE IN THE WORK AREA VICINITY. INSTALLER IS
REINFORCING BAR SHALL CONFORM TO ASTM A615 GRADE 60 AND WELDED WIRE
OPERATIONS.
J
z
RESPONSIBLE FOR HAVING SUCH FACILITIES LOCATED AND IS RESPONSIBLE FOR MAINTENANCE AND
FABRIC SHALL CONFORM TO ASTM A185. TIE WIRE SHALL CONFORM TO ASTM A82.
9. INSTALLATION AND REPAIR OF ACCESS ROADS SHALL USE SILT FENCE ON THE DOWN GRADIENT SIDE OF THE ROAD
- -
PROPOSED ROCK CONSTRUCTION ENTRANCE (SEE DRAWING C-005-0001032)
°O
D
PRESERVATION OF THESE FACILITIES.
AND WATER BARS TO DIVERT DRAINAGE BACK TO EXISTING CONDITIONS.
-
CD
5. UNSUITABLE OR EXCESS EARTH SPOIL SHALL BE DISPOSED OF AT AN APPROVED
_
2. PER PERTINENT PIEDMONT DESIGN AND CONSTRUCTION STANDARDS, INSTALLER IS REQUIRED TO CALL 811 FOR
WASTE LOCATION. SOIL BEING TRANSPORTED ONTO THE JOB SITE SHALL BE
10. SEEDING FOR SITE STABILIZATION SHALL OCCUR IMMEDIATELY FOLLOWING THE COMPLETION OF ANY PHASE OF
TM
PROPOSED TIMBER MATS (SEE DRAWING C-005-0001029)
p "
0 o
UTILITY LOCATES A MINIMUM OF 72 HOURS PRIOR TO COMMENCEMENT OF WORK. NO EXTRA COMPENSATION
APPROVED BY EITHER THE PROJECT MANAGER OR CONSTRUCTION MANAGER.
PROJECT CONSTRUCTION. SEEDING FOR STABILIZATION (TEMPORARY OR PERMANENT) SHALL NOT LAG CLEARING
c� o
WILL BE ALLOWED FOR DELAYS FROM ANY WORK PROVIDED BY OTHER UTILITIES.
OPERATIONS BY MORE THAN 2' 000 FEET.
Tg
TEMPORARY BRIDGE (SEE DRAWING C-005-0001029)
.'
6. ROCKSHIELD OR SIMILAR COMPANY APPROVED PRODUCT MUST BE INSTALLED
o co
3. IF EXISTING UTILITIES OF ANY TYPE ARE ENCOUNTERED IN THE FIELD AND DEEMED TO BE IN CONFLICT WITH
BETWEEN ALL PIPE AND FITTINGS THAT COME INTO CONTACT WITH CONCRETE. A
11. ANY OFF -SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT MUST COME FROM A SITE WITH AN APPROVED
c 2
a, �
INSTALLATION OF FACILITIES, INSTALLER SHALL NOTIFY THE PROJECT MANAGER IMMEDIATELY SO THE
LAYER OF NON ABRASIVE MATERIAL SUCH AS FRP SHALL BE INSTALLED BETWEEN
A SITE REGULATED UNDER THE MINING ACT OF 1971 OR A LANDFILL REGULATED BY THE
EROSION CONTROL PLAN, ,
SC
STREAM CROSSING (OPEN -CUT) (SEE DRAWING C-005-0001028)
_
CONFLICT MAY BE RESOLVED.
ALL PIPE SUPPORTS AND PIPING.
DIVISION OF SOLID WASTE MANAGEMENT. TRASH/DEBRIS FROM DEMOLITION ACTIVITIES OR GENERATED BY ANY
CD U
4. WHEN EXISTING DRAINAGE FACILITIES ARE DISTURBED, INSTALLER SHALL PROVIDE AND MAINTAIN TEMPORARY
ACTIVITIES ON SITE MUST BE DISPOSED OF AT A FACILITY REGULATED BY THE DIVISION OF SOLID WASTE
WC
WETLAND (OPEN -CUT) (SEE DRAWING C-005-0001032)
7 ALL FIELD BENDING OF REBAR SHALL BE DONE COLD.
LU C,�
OUTLETS AND CONNECTIONS FOR PRIVATE DRAINS OR SEWERS. RESTORATION OF THESE FACILITIES IS TO BE
MANAGEMENT OR PER DIVISION OF SOLID WASTE MANAGEMENT OR DIVISION OF WATER RESOURCES RULES AND
_
PERFORMED ONCE CONSTRUCTION IS COMPLETE AND ARE CONSIDERED INCIDENTAL COSTS OF THE PROJECT.
REGULATIONS. [15A NCAC4B.01101
SILT FENCE OUTLET (SEE DRAWING C-005-0001030)
PROPRIETARY &CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING *USE DIMENSIONS ONLY
* *
REF. DWG S)
P N G-005-0001022
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL OM-1095
(
) DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE TO INSURE THERE
IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE
WITH RECORDS & INFO.
(RIM)
MANAGEMENT RIM POLICY 1001
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
SHEET(S) 2 OF 17
DWG SCALE NONE
-
LINE 5 EXPOSED
MAIN REMEDIATION PROJECT
A
06/29/2020
ISSUED FOR30%
WDM
JG
TO
AREA CODE
DATE
INITIALS
REGIONAL
-
N/A
ENGINEER
� Piedmont
GENERAL
NOTES AND
LEGEND
DWG DATE 06124/2020
SUPERSEDED
B
08/13/2020
ISSUED FOR 60% REVIEW
NICK
JG
TO
ACCOUNT NUMBER
DATE
INITIALS
=
C
09/14/2020
ISSUED FOR 90% REVIEW
IMM
JG
TO
PROJECT NUMBER
231794
MGR TECH
Nat o
DRAWING NUMBER
REVISION
DRAWING BY
WDM
-
-
IV A
REC & STD
JOHNSTON COUNTY
NORTH
CAROLINA
PNG G-005-0001024
C
STATION ID
DATE
INITIALS
PRINCIPAL
a
PROFESSIONAL ENG/ARCHSTAMP
N/A
ENGINEER
COPYRIGHT 2018
GOLDSBORO, NC
CHECKER INITIALS
JG
CIVIL / GOLDSBORO /LINE 005

OWNERSHIP
OSCAR J. PRUITT
JANE ELLEN EVANS, TRUSTEE
CALLIE PRANCES
LOFTON HEIRS
AGNES M. ENGLISH
MILFORD WILLIAMS, JR.
THOMAS J. WILLIAMS
PIN #02K17026
PIN #02K17027A
PIN #02K17013L
PIN #02K17013E
PIN #02K17013J
PIN #02K17013K
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\ \ \ I I 1 \ \ \ \ \ Impact Number: W1 (T) / Impact Number: W2 (T) \
I 1 1 \ \ \ \ Impact Number: W8 (P) T e of Wetland: Bottomland Type of Wetland: Bottomland \ \
I I I I I I I \ \\\ Type of Wetland: Bottomland \ Type\
1 I \ \ \ \\\ � Type of Impact: Clearing Impact: Clearing
\ Impact Number: W3 (P)
\ of Wetland: tomland
\ 1 I I / / / /
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\ I I I 1 \ \ Type of Impact: Clearing/Open �� Forested: Yes Forested: Yes \
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Type of Impact: Ce learing/Open Cut //
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\
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\ Area of Impact: 0.02 acres \ \ I ) ) / / �/ / / / / /
I / /
/
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I \ \ \\ Area of Im act: 0.03 acres \ \ �� V. w \ \ I / / / /
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i — \ \ �� . \ \ ��
/ I 20FT WIDE ACCESS ROAD 1 1 Type of Wetland: Bottomland \ \ CENTERLINE OF ST M �\ �� w
) \� \ �� \ V� \
V TEMPORARY I I > J / I
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/ I J ) ) ) ALMON ROAD. SEE DETAIL \ \ Cut \ \ \ \� ^\ \ �� \ \ C ` r c h \� ' ,
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\ 1 �� �1 1 1 I I I I
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Area of Impact: 0.08 acres
rCD \
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Impact Number: W4 (T)
\
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\ \ � \ \ \ BANK
I \ Impact Number: W6 (T) \ � EDGE OF WETLAND i I
\ \ EDGE OF WETLAND ' Type of Wetland: Bottomland
Type of Impact: Fill (Open \ \ \ \ \
\ / ( Cut/Excavation) \ \ \ \\
\ \ \
\ )
\ \ \ \ 1 I Forested: No (Emergent) \ \
Type Wetland: Bottomland \ \
IIt
\ \
of \ \ `\� \ EDGE
I Type of Impact: Fill (Timber Mats) \ \ \\ APPROX 40 FT OF PIPE TO BE RECLAIMED.I EDG OF
OF TREE LIN I I \ — — — —
\ \ I I I Area of Impact: 0.11 acres \ \ \ \
— — — —
— \
\ \ I
I
\ Forested: No (Emergent) \ \ \ I I 1 WA T
\ \ Area of Impact: 0.09 acres \ \ \ \ SEVER AND PLATE PIPE AT LEAST 5 FT PAST Impact Number: S1 T
\\ \ \ TOP OF STREAM BANK EITHER SIDE, OR IN I I p O
I `
\ \ 1 I I \ \ \ _ — — — —
\
I Impact Number: W5 (T) \ \ \ \
— — — —
— _ \ I I
I I I
\ \ I \ \ Type of Impact: De -watering and Open Cut I Type of Wetland: Bottomland \ \
ACCORDANCE WITH COMPANY DIRECTION. \ /
\ \ I I I I \ \ \ ?° Stream Name: Tributary to Mill Creek I Type of Impact: Fill (Timber Mats) \ \ \ \ \ ` _ _
\ \ \ TOP OF \ (Perennial) Forested: No (Emergent)
\ \ I
\
I I )
Impact Number: S2 (T) \ \ \ \ \ Impact Len the 60 linear feet \ Area of Impact: 0.09 acres
Type of Impact: De -watering and Open Cut � A \ \ V A A V 1 \ \ \ V BANK ` I \ p g I \ p
\ \
Stream Name: Tributary to Mill Creek \ C"-)1 1 M \ \
o \ \ \ -1 1 \ \ I
(Intermittent) \
Impact Length: 60 linear feet
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CONST.
METHOD
OPEN CUT
MATERIAL
NPS 10 X 0.365WT (STD), API 5L PSL-2 X 52, FBE, ERW, BE, DM-ST-2110
CLASS/MAOP
CLASS 3 11000 PSIG
COR. PRO.
0
0
0
L'
150
F-
150
Q
U)
Lv
J
0- U
Ln U
0
z
J
0
Q
140
+ w
w
140
J
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0
o
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w
0
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w
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o+ W
o
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+ �
2+29
L
130
TOP OF BANK
130
2+59
EX/STING
TOP OF BANK
GRADE
4' TIE-IN
J
FIELD VERIFY
—
0
�
2+39
2+51
120
EDGE OF TER
120
5'
MIN
14'
EDGE OF
WATER
5' MIN
o
N
0
110
110
PVI 2+26
PVI 2+72
4°
2°
Lv
0 J
U
c�
Q
U
0+00
0+50
1+00
1+50
2+00 2+50
3+00 3+50
4+00
4+50
5+00 5+50 6+00
w
0
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT POLICY 1001
REF. DWG(S)
PNG
G-005-0001 022
(OM-1095)
(RIM)
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
SHEET(S)
3 OF 17
DWG SCALE AS NOTED
LINE 5 EXPOSED MAIN REMEDIATION PROJECT
A
06/29/2020
ISSUED FOR 30%REVIEW
WDM
JG
TO
AREA CODE
DATE
INITIALS
REGIONAL
-
N/A
ENGINEER
� Pit
ALIGNMENT PLAN AND PROFILE
DWG DATE 06/24/2020
SUPERSEDED
B
08/14/2020
ISSUED FOR 60% REVIEW
NICK
JG
TO
ACCOUNT NUMBER
C
09/14/2020
ISSUED FOR 90% REVIEW
IMM
JG
TO
PROJECT NUMBER
231794
DATE
INITIALS
MGR TECH
DRAWING NUMBER
REVISION
-
N/A
REC &STD
����� ��
JOHNSTON COUNTYNORTH CAROLINA
PNG
C-005-0001023
C
DRAWING BY
WDM
DATE
INITIALS
STATION ID
I
PRINCIPAL
,
PROFESSIONAL ENG/ARCHSTAMP
N/A
ENGINEER
COPYRIGHT 2018
GOLDSBORO, NC
CHECKER INITIALS
JG
CIVIL / GOLDSBORO / LINE 005

--_N1
700,
� OFFLOADING/TURNAROUND JERRY P. INGRAM
/
_
o
\
\
�
AREA/TEMPORARY CONSTRUCTION PIN #02K17021J
V
EASEMENT
1L
\
SILT FENCE OUTLET (TYP.)
� J-HOOK (TYP.)
SEE DETAIL ON C-005-0001030
CONSTRUCTION EASEMENT
I
SEE DETAIL ON C-005-0001030
EXISTING ROW ACCESS \ / /
\ /
FROM ALMON ROAD /
/
I
/
/
- /
SILT FENCE (TYP.) 20FT WIDE PROPOSED IMPROVED _ /
o
ACCESS ROAD 190OFT TO LAYDOWN
/
SEE DETAIL ON LIMIT
OF DISTURBANCE/
�7 \ ----- 170 C-005-0001022 AND ALMON ROAD. SEE DETAIL ON EXISTING ROW (TYP.)
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\ — — — —
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\ \ Impact Number: B2 (T)
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\ \ \ \
Reason for Impact: Clearing
1 Stream Name: Tributary to Mill \ \
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Stream Name: Tributary to Mill Creek RIPARIAN BUFFER/ ZONE \ // /
\ \
1 \ Creek (Perennial) \ \ \ \ \\ \
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\ \ I II
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1 Zone 1 impact: 785 square feet
/ — — /
Zone 1 Impact: 900 square feet RIP IAN B1�F El ZONE 1 — \ \� / I \
\ Zone 2 impact: 540 square feet
/
\
\Zone 2 Impact. 610 square feet
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LIMIT OF DISTURBANCE/
EXISTING ROW
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CENTER OF STREAM \�
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\ \ / / \
\ \ \ \ 100 x 100 TURN AROUND
\ \ \ \ \ \ AREA/ TEMPORARY
I \ \ \ \I CONSTRUCTION EASEMENT
I
I I ROAD AR-001 -
/
/
(TYP.)
\ \ \ \ \� � \ \ \ \ \
I I \ I I \ \ \ \ \ \ \ IRA BNFFE ON�\2 \ V ��
\ \ \ \
\ \ \\ \ \ \ \� \ - \\ CENTERLI
ACCESS ROAD WATER BAR (TYP.) I \ \ \ \ \
I I \ I \\ \ 12" COMPOST SOCK (TYP.) \ \ \ \
I "OSCAR
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OF CREEK WETLAND CROSSING (TYP.)
�� SEE DETAIL ON C-005-0001032
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1 I / \ I \ 1 \ \ ��� 40' \ 1 \/
I 19' \ \ I \ \\ \ \ \ 18, \ \ I
I \ I I V A \ \ \\�V V A \ 1\ I I / / STR AM CROSSING (TYP.)
I SILT FENCE OUTLET TYP.) \ \ - /
I \ ( \ J HOOK (TYP.) \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I ( I III SEE TAIL ON C-005-0001028
\ SEE DETAIL ON C-005-0001030 \ SEE DETAIL ON C-005-0001030 \ \ \ \ \ \ \ \ \ ` I \ I I I IL �� \ I / /
I
\
w ) I
-\ \ \ /
\ EDGE OF TREE LINE - \ — — — \ \ \ \ \ \ \ EDGE OF \ I \ TEMP
\ \ \ \ \ \ I
EDGE OF \ I
I I I I
ARY BRIDGE CROSSING (TYP.) WETLAND \ I
CALLIE PRANCES \ \
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\ /
\ \ \ \ � WETLAND SEE
\ \. \ \� \\
I
DE IL ON C-005-0001032 II I
LOFTON HEIRS \
II
\\ \
TEMPORARY ELECTRIC
FENCE TO MATCH EXISTING I
\ \ I i i EDGE OF \ \ \\\ \'� \\\\ \ \ TOP gANK�
/ ) I I WETLAND \ \ \ ITOP OF
I Impact Number: B3 (P) \ \ \
I I I \ \ \ \ M EDGE OF / BANK
Reason for Impact: Clearing \
\ ` 1 I
\ \ \ I I
1 \
Impact Number: B3 (P) \ \
PIN #02K17013L \ \
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\ \
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(maintained right of way) V A V 1 \ WATER \
Reason for Impact- Clearing maintained ri ht I \
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Zone 1 impact: 260 square feet 1 1 A I
1 1
StreaName: Tributaryto Mill Creek \ \ \ \ \
Perennial \ \ \ \ \ \
(Perennial) \ V A \
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\ \ \ \ \ \\ \
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Zone 2 impact: 175 square feet 1 1 1 I I I 1 I
Zone 1 impact: 440 square feet \ \ \ \ \ \ \ \ \
\
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Zone 2 impact: 210 square feet \ \ V A \
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\ \ \ \ \\ \\
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LO
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT POLICY 1001
REF. DWG(S)
P N G G-005-0001
022
(OM-1095)
(RIM)
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
LINE 5 EXPOSED
MAIN REMEDIATION PROJECT
SHEET(S) 4 OF 17
DWG SCALE AS NOTED
A
06/29/2020
ISSUED FOR30%
WDM
JG
TO
AREA CODE
DATE
INITIALS
REGIONAL
-
N/A
ENGINEER
� PiedmontSITE
LAYOUT AND EROSION AND SEDIMENT CONTROL PLAN
DWG DATE 06I24I2020
SUPERSEDED
B
08/13/2020
ISSUED FOR 60% REVIEW
NICK
JG
TO
ACCOUNT NUMBER
C
09/14/2020
ISSUED FOR 90% REVIEW
IMM
JG
TO
PROJECT NUMBER
231794
DATE
INITIALS
MGR TECH
DRAWING NUMBER
REVISION
-
N/A
REC &STD
����� ��
JOHNSTON COUNTY, NORTH CAROLINA
PNG C-005-0001026
C
DRAWING BY
WDM
DATE
INITIALS
STATION ID
N/A
PRINCIPAL
GOLDSBORO, NC
CHECKER INITIALS
JG
CIVIL / GOLDSBORO / LINE 005
PROFESSIONAL ENG/ARCHSTAMP
ENGINEER
COPYRIGHT 2018

I
I DITCH CENTERLINE i
EDGE OF ROAD
f I I
LATITUDE N 5'18'05.39" I TOP OF BANK -
LONGITUDE 8°20'32.42" I I
I I I
EDGE OF ROAD
I I /
I /
DITCH CENTERLINE /
I I /
I I /
I I /
I I /
I I VN,
f-
EXISTING GRAVEL DRIVEWAY
LATITUDE 35°18'5.17"N
LONGITUDE 78°20'32.44"W /
ti
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NEW 15 CULVERT
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MATCH EXISTING EDGE
OF ROAD ELEVATION
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\ GAS
1 I I
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\ I I
CULVERT INVERT = BOTTOM OF DITCH CENTERLINE
\\ \ I REMOVE AND REPLACE \ /
\ 3 \ I I EXISTING 15 CULVERT
\ LATITUDE N35°18'05.I�,
\ LONGITUDE W78°20'31.9i-,
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LATITUDE N35°18'04.79"
LONGITUDE W78°20'32.17"
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PIPE INLET PROTECTION (PIP) \
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ci LATITUDE N35°18'04.51"
I I LONGITUDE W78°20'32.38" /
I I 11 I TOP OF BANK /
I /
Ich I I I I /
I /
n--J
I
ALMON ROAD EXISTING ENTRANCE WIDENING PLAN
SCALE =1:20
ACCESS ROAD
OVER PIPE - SEE PLAN
AF2IABLE SLOPE VARIABLE SLOPE
V
CROSS PIPE
ROADWAY CROSS PIPE TYPICAL SECTION
EDGE OF ALMON ROAD
PAVEMENT
EXISTING GROUND 5'-0"
2.0%
CONSTRUCTION NOTES
1. WORK SHALL INCLUDE THE REPLACEMENT OF AN EXISTING
15" CMP CULVERT WITH A NEW 15" CULVERT.
CONTRACTOR TO VERIFY SIZE OF EXISTING PIPE PRIOR TO
INSTALLATION.
2. DRIVEWAY DESIGNED TO ACCOMMODATE A WB40
TRACTOR TRAILER FOR DELIVERY OF MATERIALS.
0
3. SLOPE DRIVEWAY AWAY FROM ROAD AT 2 /o MINIMUM.
4. SEE METHOD OF PIPE INSTALLATION DETAIL ON THIS
SHEET FOR CULVERT INSTALLATION.
TOP OF FILL
w
O
U
z
N
REINFORCED —
EDGE FULL
LENGTH OF END
SECTION AND
TOE PLATE
X �
Q
W
>
00
^m
TOE
z 0 PLATE
L
U Q
a0
°O U
\ ��CULVERT PIPE AT DITCH
� � CENTERLINE
ALMON DRIVEWAY SECTION A -A
SIDE VIEW
VARIABLE SLOPE TOE PLATE
PIPE
� o
L PIPE
PLAN VIEW
NCDOT CULVERT INSTALLATION DETAIL NTS
TOP OF FILL
ISOMETRIC VIEW
w
PIPE - J
�
Q w
� w
O
D im
PIPE FITTING REQUIRED TO
SECURELY HOLD SECTION
END TREATMENT
DIMENSIONS
THICK.
D
L
W
GAUGE
15"
2'-6"
1'-9"
16 MIN.
18" 4'-0" 2'-0"
16 MIN.
00
W
END VIEW
NOTE:
PREFABRICATED STEEL END SECTION AND ALL PARTS
WILL MEET THE REQUIREMENTS OF AASHTO M-218
TOP OF FILL
GROUND LINE
�� H
GROUND LINE
H
GROUND LINE H
COMPACT AFTER
COMPACT AFTER
PIPE IS PLACED
AND PRIOR TO
TYPE 2
AS DIRECTED
COMPACT AFTER
PIPE IS PLACED
— PIPE IS PLACED
PLACEMENT OF FILL
— GEOTEXTILE
BY ENGINEER
—
AND PRIOR TO
:.
AND PRIOR TO
•s;'• PLACEMENT OF FILL
•�••'s �• r�
:• rsr•:•:•'L•r
PLACEMENT OF FILL
•:..:•ter
ID/6 MIN
ID/6 MIN
NOT LESS
OD + 3'
ID/6 MIN
0.5" PER FT OF'H'
NOT LESS
THAN 6"
THAN 6"
NOT LESS
OD + 3' BUT NOT LESS THAN
OD + 3'
THAN 6"
12" NOR MORE THAN
EARTH
ROCK
24"
NORMAL
EARTH FOUNDATION
ROCK FOUNDATION
UNSUITABLE MATERIAL
FOUNDATION
PIPE IN TRENCH
TOP OF FILL
MIN OD
H MIN OD
GROUND LINE
COMPACT AFTER lMfuffpwpjRp4fpwp:f . •.
PIPE IS PLACED
& PRIOR TO ID/6 MIN
PLACEMENT OF FILL OD + 2' NOT LESS
THAN 6"
NORMAL EARTH FOUNDATION
MIN C
GROUND LIl
ID/6 MIN
NOT LESS THAN 6"
COMPACT AFTEF
PIPE IS PLACED
& PRIOR TO
PLACEMENT OF I
MIN O
2 GROUND LINE
EXTILE
.R FT OF 'H'
t5U I INJT LESS THAN
12" NOR MORE THAN
24"
ROCK FOUNDATION
PIPE ABOVE GROUND
NOTES:
1. ID = THE MAXIMUM HORIZONTAL INSIDE DIAMETER DIMENSION.
2. OD = THE MAXIMUM HORIZONTAL OUTSIDE DIAMETER DIMENSION.
3. H = THE FILL HEIGHT MEASURED VERTICALLY AT ANY POINT ALONG
THE PIPE FROM THE TOP OF THE PIPE TO THE TOP OF THE
EMBANKMENT AT THAT POINT.
4. DO NOT OPERATE HEAVY EQUIPMENT OVER ANY PIPE CULVERT UNTIL
THE PIPE CULVERT HAS BEEN PROPERLY BACKFILLED AND COVERED
WITH AT LEAST 3 FEET OF APPROVED MATERIAL.
5. DETAIL FROM: ROADWAY STANDARD DRAWING FOR METHOD OF PIPE
INSTALLATION RIGID PIPE. NCDOT DETAIL 300-01, SHEET 2 OF 3.
TOP OF FILL
H ,—MIN OD
>>
IRECTED
• ' • •••� BY ENGINEER
ID/6 MIN
NOT LESS THAN 6"
COMPACT AFTER
PIPE IS PLACED
& PRIOR TO MIN OD TYPE 2
PLACEMENT OF FILL GEOTEXTILE
UNSUITABLE MATERIAL FOUNDATION
DETAIL 1 SYMBOLS AND LEGEND:
TAKE CARE TO FULLY COMPACT HAUNCH ZONE OF PIPE BACKFILL.
•• • . LOOSELY PLACED SELECT MATERIAL CLASS III OR CLASS II, TYPE 1
FOR PIPE BEDDING. LEAVE SECTION DIRECTLY BENEATH PIPE
UNCOMPACTED AS PIPE SEATING AND BACKFILL WILL ACCOMPLISH
COMPACTION.
— — — SPRINGLINE OF PIPE
® SELECT BACKFILL MATERIAL CLASS III OR II, BELOW SPRINGLINE.
® APPROVED SUITABLE LOCAL MATERIAL ABOVE SPRINGLINE.
UNDISTURBED EARTH MATERIAL
SELECT MATERIAL CLASS V OR VI FOR FOUNDATION CONDITIONING.
ENCAPSULATE WITH TYPE 2 GEOTEXTILE AS DIRECTED BY THE ENGINEER.
NCDOT METHOLD OF PIPE INSTALLATION DETAILS (NTS)
L
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
* *
REF. DWG(S)
P N G G-005-0001022
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
-
-
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
LINE 5 EXPOSED MAIN RE M E D IATI 0 N PROJECT
SHEET(S) 5 OF 17
DWG SCALE NONE
A
06/29/2020
ISSUED FOR 30%
WDM
JG
TO
AREA CODE
DATE
INITIALS
-
NIA
REGIONAL
DWG DATE 06124/2020
SUPERSEDED
B
08/13/2020
ISSUED FOR 60% REVIEW
NICK
JG
TO
ACCOUNT NUMBER
ENGINEER
Piedmont
rAlm%atural
DRIVEWAY ENTRANCE IMPROVEMENTS
DATE
INITIALS
C
09/14/2020
ISSUED FOR 90% REVIEW
IMM
JG
TO
PROJECT NUMBER
231794
MGR TECH
Gas
DRAWING NUMBER
REVISION
DRAWING BY
WDM
-
-
N/A
REC & STD
JOHNSTON COUNTY, NORTH CAROLINA
PNG C-005-0001027
C
STATION ID
DATE
INITIALS
N/A
PRINCIPAL
GOLDSBORO, NC
CHECKER INITIALS
JG
CIVIL / GOLDSBORO / LINE 005
PROFESSIONALENG/ARCHSTAMP
ENGINEER
COPYRIGHT 2018

OVERLAP
IN. MIN.
OVERCUT CHANNEL 2 IN. TO ALLOW \�%T
BULKING DURING SEED BED
PREPARATION
r
r
INTERMITTENT CHECK SLOT
PREPARE SOIL AND APPLY SEED BEFORE INSTALLING
BLANKETS, MATS, OR OTHER TEMPORARY CHANNEL LINER
SYSTEM.
6 IN.
SOIL BACKFILL MIN.
EXCAVATE CHANNEL TO DESIGN
GRADE AND CROSS SECTION
\ ,.. \\/� 18 IN.
DESIGNLONGITUDINAL /
ANCHOR TRENCH %\\i /\%\\%\\%\/ /\\ \/
DEPTH %\%\\% \\/ �\ \\\ \/ /\/ \\ / /\i \\ MIN.
SEDIMENT TUBE
j\\/ PLACED ON COMPACTED IMPERVII
METAL T-POSTS AT 2 FT. MAX. GROUND SURFACE
SPACING ON DOWNGRADIENT
SIDE OF TUBE. ANGLE POSTS
LONGITUDINAL ANCHOR TRENCH TOWARD DIRECTION OF FLOW
SHINGLE -LAP SPLICED ENDS OR BEGIN NEW ROLL IN AN FRONT VIEW
�v INTERMITTENT CHECK SLOT
MIN. SHINGLE LAP=6 IN.
� FLOW PATH WIDTH FLOW PATH WIDTH
CENTERLINE OF CENTERLINE OF FLOW
PATH AND TUBE O
FLOW PATH AND J
O TUBE w 1/2TUBE
p 12 IN. MIN. LENGTH T
w
r
L OVERLAP 0
ISOMETRIC VIEW
Z2
o LINING * 1
1 LONGITUDINAL
Z1 i, i, i, i, i, i, i, ANCHOR TRENCH
(LOOKING DOWNSTREAM)
CHANNEL CROSS-SECTION
SEE MANUFACTURER'S LINING INSTALLATION DETAIL FOR STAPLE PATTERNS, VEGETATIVE STABILIZATION FOR SOIL AMENDMENTS, SEED
MIXTURES AND MULCHING INFORMATION
NOTES:
ANCHOR TRENCHES SHALL BE INSTALLED AT BEGINNING AND END OF CHANNEL IN THE SAME MANNER AS LONGITUDINAL ANCHOR TRENCHES.
CHANNEL DIMENSIONS SHALL BE CONSTANTLY MAINTAINED. CHANNEL SHALL BE CLEANED WHENEVER TOTAL CHANNEL DEPTH IS REDUCED BY 25% AT ANY
LOCATION.
SEDIMENT DEPOSITS SHALL BE REMOVED WITHIN 24 HOURS OF DISCOVERY OR AS SOON AS SOIL CONDITIONS PERMIT ACCESS TO CHANNEL WITHOUT
FURTHER DAMAGE. DAMAGED LINING SHALL BE REPAIRED OR REPLACED WITHIN 48 HOURS OF DISCOVERY.
NO MORE THAN ONE THIRD OF THE SHOOT (GRASS LEAF) SHALL BE REMOVED IN ANY MOWING. GRASS HEIGHT SHALL BE MAINTAINED BETWEEN 2 AND 3
INCHES UNLESS OTHERWISE SPECIFIED. EXCESS VEGETATION SHALL BE REMOVED FROM PERMANENT CHANNELS TO ENSURE SUFFICIENT CHANNEL
CAPACITY.
USE NAG SC150BN (OR APPROVED EQUAL) UNLESS OTHERWISE NOTED.
TEMPORARY MATTING (CHANNEL)
NOT TO SCALE
SPOIL FILTER BAG (TYP.) SPOIL
AREA UPLAND WELL AREA
VEGETATED AREA I FLOW
GEOTEXTILE GEOTEXTILE
TRASH PUMP ON I
CONTAINMENT
DAM
TRENCH (SANDBAGS, TRENCH
SUMP ETC.)
- - - - - - STREA CROSSING - - - - - - -
w
II II II m
-- ---- --�--I --
TOP F ANK in
TRENCH PLUG FLUME PIPE
50 (TYP.) S - REAM 50 PIPELINE o
WATERBAR MIB TT M FT
N.
TRASH PUMP ON
MIN. WATERBAR J
CONTAINMENT
II
TEMP. TEMPORARY EQUIPMENT CROSSING TEMP.
ACCESS (SEE C-005-0001032) ACCESS
ROAD I I ROAD
COMPOST
FILTER
SOCK
(TYP.)
i FLOW i DAM
(SANDBAGS,
ETC.)
1 l
PLAN VIEW
NOTES:
1. ALL RUNOFF FROM DISTURBED UP -SLOPE AREAS WITHIN CONSTRUCTION RIGHT OF WAY MUST BE TREATED FOR SEDIMENT BEFORE IT REACHES STREAM.
2. INSTALL SILT FENCE, COMPOST FILTER SOCK, TRENCH PLUGS, FLUME PIPE, AND DAMS BEFORE TRENCHING STREAM.
3. FOR FLUME PIPE AND ROCK FILL CROSSINGS, INSTALL FLUME PIPE ON EXISTING STREAMBED. MORE THAN 1 FLUME PIPE MAY BE NEEDED TO SPAN STREAM
CHANNEL AND MAINTAIN FLOWS. REFER TO ES-4, THIS SHEET.
4. PLACE SPOIL PILES A MINIMUM OF 50 FEET FROM TOP OF BANK.
5. INSTALL WATER BARS AT APPROACHES TO STREAM CROSSING, AND COMPOST FILTER SOCK ALONG STREAM BANKS AND AT DOWNSLOPE END OF WATERBARS.
6. MAINTAIN SURFACE OF TEMPORARY EQUIPMENT CROSSING TO PREVENT SOIL DISCHARGES TO STREAM.
7. APPROACHES TO CROSSINGS ARE NOT TO EXCEED A DEPTH OF 6-INCHES ABOVE ORIGINAL GRADE.
8. SEE STREAM CHANNEL RESTORATION, SHEET ES-13.
9. CONTRACTOR SHALL SELECT APPROPRIATE CROSSING METHOD BASED ON STREAM FLOWRATE AT THE TIME OF CONSTRUCTION.
NOTES:
THIS DETAIL APPLICABLE TO FLOW PATHS WITH WIDTHS LESS THAN OR EQUAL TO ONE TUBE LENGTH.
METAL T-POSTS SHALL BE INSTALLED AT THE CENTER AND AT EACH END OF THE TUBE. ADDITIONAL T-POSTS SHALL BE INSTALLED AS
NEEDED TO MEET THE MAXIMUM 2-FOOT SPACING.
SEDIMENT TUBES SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT.
ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES HALF THE HEIGHT OF THE TUBE AND DISPOSED AS DIRECTED
ELSEWHERE IN THE E&S PLAN.
DAMAGED TUBES SHALL BE REPAIRED OR REPLACED WITHIN 24 HOURS OF INSPECTION. A SUPPLY OF TUBES SHALL BE KEPT ON SITE
FOR THIS PURPOSE.
SEE PLAN FOR COMPOST FILTER SOCK SIZE. USE 12-INCH MINIMUM COMPOST SOCK UNLESS OTHERWISE NOTED.
COMPOST FILTER SOCK INSTALLATION
CONCENTRATED FLOW AREA
NOT TO SCALE
I
FILTER BAG (TYPDISCHARGE FLOW
.) ENERGY
UPLAND WELL DISSIPATER t
VEGETATED AREA
DAM (SANDBAGS, ETC.)
GEOTEXTILE r Z71
I
TRASH PUMP ON
CONTAINMENT SUMP
TRENCH
i-I TREAM CROSSING
II
TRENCH PLUG (TYP.) TOP OF BANK +
PIPELINE 50
SPOIL FT
AREA MIN. STREAM y
WATERBAR I BOTTOM PUMP
T__
FLOW
TEMP.
ACCESS
ROAD
SPOIL
I AREA
GEOTEXTILE
TRENCH
50 PIPELINE o
FT o
IINN.
/ WATERBAR J
TEMPORARY EQUIPMENT CROSSING
(SEE C-005-0001032)
TEMF
ACCE:
ROA[
COMPOST FILTER
SOCK (TYP.)
SEE NOTE 8
`INTAKE
MAMMIATA
S
NOTES:
1. ALL RUNOFF FROM DISTURBED UP SLOPE AREAS WITHIN LIMIT OF DISTURBANCE MUST BE TREATED FOR SEDIMENT BEFORE IT REACHES STREAM.
2. INSTALL COMPOST FILTER SOCKS OR SILT FENCE, TRENCH PLUGS, PUMP, ENERGY DISSIPATER, AND DAMS BEFORE TRENCHING WITHIN STREAM BED.
3. PUMP MUST BE OF SUFFICIENT CAPACITY TO CONVEY NORMAL AND/OR EXISTING STREAM FLOW OVER TRENCH. A BACK-UP PUMP OF EQUAL CAPACITY MUST BE
AVAILABLE ON -SITE DURING EXCAVATION AND THE 6 MONTH MAINTENANCE PERIOD. REFER TO ES-2, THIS SHEET.
4. PLACE SPOIL PILES A MINIMUM OF 50 FEET FROM TOP OF BANK.
5. INSTALL WATERBARS AT APPROACHES TO STREAM CROSSING, AND COMPOST FILTER SOCKS OR SILT FENCE ALONG STREAM BANKS AND AT DOWNSLOPE END OF
WATERBARS.
6. MAINTAIN SURFACE OF TEMPORARY EQUIPMENT CROSSING TO PREVENT SOIL DISCHARGES TO STREAM.
7. APPROACHES TO CROSSINGS ARE NOT TO EXCEED A DEPTH OF 6 INCHES ABOVE ORIGINAL GRADE.
8. PUMP INTAKE SHALL BE EQUIPPED WITH ANTI-IMPINGEMENT/ENTRAINMENT SCREEN.
9. SEE STREAM CHANNEL RESTORATION, SHEET ES-13.
10. CONTRACTOR SHALL SELECT APPROPRIATE CROSSING METHOD BASED ON STREAM FLOWRATE AT THE TIME OF CONSTRUCTION.
2 BAG MIN. HEIGHT ABOVE NORMAL BASE FLOW
STACKED SANDBAGS OPTION
EXTEND SANDBAG TO HOLD
TUBES AT� IMPERVIOUS
SIDES OF FLOW T T T T LINER IN PLACE WORK AREA
PATH TO PREVENT METAL1
BYPASSING J� T-POST IMPERVIOUS LINER EXTENDED TO
/ STREAM BOTTOM AND SECURED
METAL T-POST WITH SANDBAGS
JERSEY BARRIER
PLAN VIEW SANDBAG (TYP.)
NORMAL STREAM FLOW
NOTES:
METAL T-POSTS SHALL BE INSTALLED AT THE CENTER AND AT EACH END OF THE TUBE. ADDITIONAL T-POSTS SHALL BE INSTALLED AS
NEEDED TO MEET THE MAXIMUM 2-FOOT SPACING. SLIGHTLY ANGLE STAKES WITH TOP FACING TOWARDS DIRECTION OF FLOW.
SEDIMENT TUBES SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT.
ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES HALF THE HEIGHT OF THE TUBE AND DISPOSED AS DIRECTED
ELSEWHERE IN THE E&S PLAN.
DAMAGED TUBES SHALL BE REPAIRED OR REPLACED WITHIN 24 HOURS OF INSPECTION. A SUPPLY OF TUBES SHALL BE KEPT ON SITE
FOR THIS PURPOSE.
SEE PLAN FOR COMPOST FILTER SOCK SIZE. USE 12-INCH MINIMUM COMPOST SOCK UNLESS OTHERWISE NOTED.
COMPOST FILTER SOCK INSTALLATION
ACROSS A WIDE FLOW PATH
NOT TO SCALE
A 1:1;1 A Eel :16X9 I ► [eye] 0 619 :11I811 [s] 011 a CbIN q Bill 19
STREAM CROSSING CONSTRUCTION WORK SHALL BE CONDUCTED DURING LOW FLOW SEASONS AND WITH ATTENTION PAID TO THE FORECASTED WEATHER
FOR THE PROJECT AREA.
1. THE INSTALLATION OF ALL PERIMETER EROSION CONTROL DEVICES NECESSARY TO MITIGATE ACCELERATED EROSION FROM THE PROJECT AREA AND FILTER
SEDIMENT LADEN RUNOFF SHALL BE INSTALLED BEFORE ATTEMPTING STREAM CROSSING ACTIVITIES.
2. BEFORE ANY EXCAVATION OCCURS NEAR THE STREAM, ALL NECESSARY MATERIALS AND EQUIPMENT, INCLUDING BUT NOT LIMITED TO PUMPS,
CONTAINMENTS, HOSES, CLAMPS AND FILTER BAGS SHALL BE STAGED ON -SITE. THE PUMPS SHALL BE SIZED TO BE CAPABLE OF STREAM FLOW CONDITIONS
AND A BACK UP PUMP SHALL BE ON -SITE IN THE EVENT OF PRIMARY PUMP FAILURE. PUMPS SHALL BE STAGED FOR STREAM BYPASS IN PROPER CONTAINMENTS
WITH SUFFICIENT HOSE LENGTHS TO ENABLE STREAM FLOW TO BE CONVEYED AROUND THE CROSSING AREA AND OUTLET THROUGH AN ENERGY DISSIPATER IN
THE DOWNSTREAM CHANNEL.
3. ALL SEDIMENT -LADEN WATERS WITHDRAWN FROM THE EXCAVATION OR WITHIN THE WORK AREA SHALL BE PUMPED INTO A FILTER BAG, WHICH HAS BEEN
PLACED ON A LEVEL, WELL VEGETATED UPLAND ENVIRONMENT THAT CAN BE REACHED WITHOUT TRACKING OUTSIDE THE LIMITS OF DISTURBANCE. THE FILTER
BAG SHALL BE REPLACED WHEN IT BECOMES HALF FULL AND AN EXTRA FILTER BAG SHALL BE LOCATED IN THE WORK AREA. WITH THE PUMPS IN OPERATION, A
COFFER DAM SHALL BE INSTALLED UPSTREAM AND DOWNSTREAM OF THE PROJECT AREA TO DEWATER THE PROJECT AREA BEFORE EXCAVATION OCCURS.
4. EXCAVATION OF THE STREAM EMBANKMENTS AND BED SHALL BE CONDUCTED FROM THE TOP BANK ON EITHER SIDE TO PREVENT TRENCH SPOILS FROM
BEING DROPPED AND LOST WITHIN THE REGULATED FEATURE.
5. BENTHIC MATERIALS AND COBBLES REMOVED FROM THE STREAM BED SHALL BE FIRST STOCKPILED AND SEGREGATED DURING THE CROSSING PROCESS AND
REPLACED TO PRECONSTRUCTION CONDITION BEFORE REMOVING COFFER DAMS.
6. EXCAVATION OF THE TRENCH LINE WITHIN THE STREAM BOUNDARIES SHALL BE TO A DEPTH SUFFICIENT TO PROVIDE THE PLACED PIPELINE A MINIMUM OF 3
FEET OF COVER UPON COMPLETION.
7. BELL HOLES FOR TIE IN WELDS SHALL BE LOCATED SUFFICIENTLY FAR AWAY FROM THE STREAM TOPS OF BANK THAT SUBSOIL AND TOPSOIL CAN BE
REPLACED TO ENSURE PERMANENT STABILIZATION WITH EROSION CONTROL BLANKET OCCURS WITHIN THE PERMITTED TIME FRAME.
8. AFTER INSTALLING THE UTILITY LINE, TRENCH SPOILS SHALL BE REPLACED WITH THE SEGREGATED BENTHIC MATERIALS ON THE TOP STRATA TO THE
SURFACE PER PRECONSTRUCTION CONDITIONS.
9. STREAM EMBANKMENTS SHALL BE RECONSTRUCTED TO PRECONSTRUCTION GRADES, UNLESS OTHERWISE PERMITTED AND TOPSOIL REPLACED.
10. FOLLOWING THE CORRECT APPLICATION OF SOIL AMENDMENTS AND SEED, THE INDICATED EROSION CONTROL BLANKET SHALL BE INSTALLED USING THE
PROPER STAPLE PATTERN.
11. THE PERMITTED PERIMETER CONTROLS SHALL BE REPLACED TO THE PROPER FUNCTIONALITY WITHIN 24 HOURS OF THE START OF THE CROSSING UNLESS
OTHERWISE AUTHORIZED.
SC
INSTALL NORTH
AMERICAN GREEN
C125 EROSION
BLANKET BETWEEN
OLW AND TOB
INSTALLED PIPELIN
EXISTING S-
OPTIONAL SANDBAG
JERSEY BARRIER OPTION
SANDBAG DIVERSION DAM OR COFFERDAM
NOT TO SCALE
PLAN VIEW
AEC COCONUT WITH BIONET
(INSTALL PER MANUFACTURER'S
SPECIFICATIONS)
GINAL
)N STREAM
)W OLW
J N Q Y
0cn
z
z w m
e0_00or OLW
`r
STREAM BOTTOM
REPLACE ORIGINAL INSTALLED NATURAL GAS PIPELINE
SUBSTRATE
CROSS SECTION
NOTES:
1. PRIOR TO WORKING IN STREAM CHANNEL, INSTALL ALL EROSION AND SEDIMENTATION CONTROL BEST MANAGEMENT PRACTICES SPECIFIED IN EROSION AND
SEDIMENTATION PLAN AND DIVERT STREAM FLOW AROUND WORK AREA.
2. WHEN EXCAVATING PIPELINE TRENCH ACROSS STREAM, SEGREGATE AND SEPARATELY STOCKPILE STREAM SUBSTRATE.
3. AFTER INSTALLING PIPELINE IN TRENCH, REPLACE STOCKPILED SUBSTRATE ON SURFACE OF BOTTOM OF STREAM CHANNEL BELOW THE ORDINARY LOW WATER
(OLW)LEVEL.
4. INSTALL NORTH AMERICAN GREEN C125 BLANKET ON STREAM BANKS FROM ORDINARY LOW WATER LEVEL TO TOP OF THE BANK, COVERING DISTURBED
PORTIONS OF THE STREAM BANK. REFER TO E&S PLANS FOR STAPLE PATTERN.
FLUME PIPE DIVERSION
PIPELINE AND EQUIPMENT CROSSING OF STREAM
PUMP DIVERSION
SC
STREAM CROSSING NOTES & SEQUENCE STREAM CHANNEL RESTORATION
S C
NOT TO SCALE SC
HDR Engineering Inc. of the Carolinas, N.C.B.E.L.S. License Number F-0116 NOT TO SCALE
NOT
TO SCALE
440 S. Church Street, Suite 1000, Charlotte, NC 28202, 704.338.8700
L
PROPRIETARY &CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING USE DIMENSIONS ONLY
* *
REF. DWG S)
P N G-005-0001022
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) DRAWING IS CURRENT
ONLY THROUGH THE LATEST REVISED DATE
TO INSURE THERE IS NO
RISK OF INAPPROPRIATE DISCLOSURE
ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
LINE 5 EXPOSED MAIN RE M E D IATI 0 N PROJECT
SHEET(S) 6 OF 17
DWG SCALE NONE
A
06/29/2020
ISSUED FOR 30%
WDM
JG
TO
AREA CODE
DATE
INITIALS
-
N/A
REGIONAL
DWG DATE 06/24/2020
SUPERSEDED
B
08/13/2020
ISSUED FOR 60% REVIEW
NICK
JG
TO
ACCOUNT NUMBER
ENGINEER
Piedmont
EROSION & SEDIMENT CONTROL DETAILS
DATE
INITIALS
=
C
09/14/2020
ISSUED FOR 90% REVIEW
IMM
JG
TO
PROJECT NUMBER
231794
MGR TECHrim
Natural Gas
DRAWING
NUMBER
REVISION
DRAWING BY
WDM
-
-
N/A
REC & STD
JOHNSTON COUNTY, NORTH CAROLINA
PNG C-005-0001028
C
STATION ID
DATE
INITIALS
N/A
PRINCIPAL
GOLDSBORO, NC
CHECKER INITIALS
JG
CIVIL / GOLDSBORO / LINE 005
PROFESSIONAL ENG/ARCHSTAMP
ENGINEER
COPYRIGHT 2018

10' MIN.
i/ x4 3�" "4 SILT FENCE OUTLET mi
� �►M� WATERBAR EO
(COMPOST FILTER SOCK)
vY!
409
APPROX.2% SLOPE /
SILT FENCE OUTLET
(COMPOST FILTER
SOCK) 2°I° DOWNGRADE
NOTES:
1. USE 3:1 OR FLATTER WHERE VEHICLES CROSS. 5:1 MAXIMUM FOR VEHICLE CROSSING.
2. WATER BARS TO HAVE OUTLETS, EITHER NATURAL OR CONSTRUCTED. SITE SPACING MAY NEED TO BE
ADJUSTED FOR FIELD CONDITIONS TO USE THE MOST SUITABLE AREAS FOR WATER DISPOSAL.
3. INSTALL THE DIVERSION AS SOON AS THE RIGHT-OF-WAY HAS BEEN CLEARED AND GRADED.
4. DISC THE BASE FOR THE WATER BAR BEFORE PLACING FILL.
WATERBAR DETAILS 5. TRACK THE RIDGE TO COMPACT IT TO THE DESIGN CROSS SECTION.
TEMPORARY CHANNEL MATTING 6. LOCATE THE OUTLET ON AN UNDISTURBED AREA. ADJUST FIELD SPACING OF THE DIVERSION TO USE
SLOPE SPACING THE MOST STABLE OUTLET AREAS. WHEN NATURAL AREAS ARE NOT DEEMED SATISFACTORY, PROVIDE
(%) (FT) OUTLET PROTECTION.
ORIGINAL GRADE 7. IMMEDIATELY SEED AND MULCH THE PORTIONS OF THE DIVERSIONS NOT SUBJECT TO CONSTRUCTION
<5% 125 2 2 ? z TRAFFIC. STABILIZE WITH GRAVEL AREAS TO BE CROSSED BY VEHICLES.
5 TO 10 100 1 1 8. WATERBARS SHALL DISCHARGE TO A STABLE UPLAND AREA. A 12" COMPOST FILTER SOCK (CFS)
10 TO 20 75 (REFER TO DETAILS IN THIS ESCP) SHALL BE "J-HOOKED" AT THE DOWNSTREAM TERMINUS OF ALL
20 TO 35 50 6 FT. WATERBARS. MINIMUM COMPOST FILTER SOCK LENGTH IS 12 FEET OR AS REQUIRED TO TIE CFS IN
>35 25 MIN. A CROSSING ANGLE SHOULD BE UPSLOPE PERPENDICULAR TO THE WATERBAR ONE CONTOUR (1 FOOT).
SELECTED TO PROVIDE A POSITIVE
GRADE NOT TO EXCEED 2% MAINTENANCE: PERIODICALLY INSPECT RIGHT-OF-WAY DIVERSIONS FOR WEAR AND AFTER EVERY HEAVY 12" COMPOST S(
RAINFALL FOR EROSION DAMAGE. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA, AND REPAIR THE
SECTION VIEW 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 NATURAL GROUND, AND
APPROPRIATELY STABILIZE THE DISTURBED AREA.
WATER BAR DETAIL
NOT TO SCALE
RESTORE IN ACCORDANCE WITH APPROPRIATE
SURFACE RESTORATION DETAILS
INITIAL SAW CUT ---
** 6" IN EARTH
3" IN ROCK
COMPACTED NATIVE SOIL
18" MIN. CLEARANCE
PROPOSED GAS PIPE* DIRECT BURIED
AND BEDDED IN SAND TO 6" ABOVE THE
PIPE, 36" MIN. COVER TO TOP OF PIPE
NOTE :
1. MAINTAIN 18" MINIMUM VERTICAL CLEARANCE BETWEEN PROPOSED
GAS PIPE AND FOREIGN UTILITY PIPE.
2. BACKFILL TO BE TESTED TO 100% COMPACTION.
DIMENSION AS NOTED ON PLANS
TYPICAL TRENCH RESTORATION DETAIL
(FOREIGN UTILITY PIPE CROSSING)
NOT TO SCALE
RESTORE IN ACCORDANCE WITH APPROPRIATE
SURFACE RESTORATION DETAILS
INITIAL SAW CUT
O O O C
LL
J
6" TRENCH :WIDTH* --------.
a "
*' 6" IN EARTH
3" IN ROCK
NOTE
1. BACKFILL TO BE TESTED TO 90% COMPACTION.
* DIMENSION AS NOTED ON PLANS
TYPICAL TRENCH RESTORATION DETAIL
NOT TO SCALE
COMPACTED NATIVE SOIL
PROPOSED GAS PIPE* DIRECT
BURIED AND BEDDED IN SAND TO 6"
ABOVE THE PIPE, 48" MIN. COVER TO
TOP OF PIPE
12" COMPOST SOCK
RBAR
SEDIMENT BARRIER PROTECTION AT WATERBAR OUTLET
NOT TO SCALE
NOTE: BACKFILL TO BE TESTED TO 90% COMPACTION
RESTORE IN ACCORDANCE WITH APPROPRIATE SURFACE
RESTORATION DETAILS
- INITIAL SAWCUT ---
12"MIN.
(TYP.)
COMPACTED NATIVE SOIL
PROPOSED 10IN PE GAS PIPE DIRECT BURIED AND BEDDED IN
ROCK SCREENING TO 6" ABOVE THE PIPE
TYPICAL TRENCH RESTORATION
NOT TO SCALE
12" TOPSOIL AND RESEED EXISTING EARTH, TYP.
NC COASTAL PLAN FACW SEED MIX (ERNMX-320)
TRENCH WIDTH*
TM
STABILIZE ENTIRE PILE
WITH VEGETATION OR COVER
)IRECTION OF
(RAVEL
X 4" UNTREATED
OOD TIMBERS
: A GEOTEXTILE UNDERLAYMENT
WOOD (TIMBER) MAT FOR WETLAND CROSSING
NOT TO SCALE
2 SLOPE
I 1 OR LESS
TEMPORARY SOIL STOCKPILE DETAIL
NOT TO SCALE
Erosion and Sediment Control Quantities
CONTROL
AMOUNT
UNIT
WOOD (TIMBER) MAT
2,733
LF
TEMPORARY BRIDGE
2
EA
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
2
EA
REINFORCED SILT FENCE
6,328
LF
SILT FENCE OUTLET
22
EA
WATER BAR
982
LF
SILT FENCE J-HOOKS
19
EA
12" COMPOST FILTER SOCK
1228
LF
TRENCH PLUG
4
EA
WETLAND CROSSING
513
LF
PIPELINE AND EQUIPMENT
CROSSING OF STREAM
3
EA
INSTALLATION NOTES:
1. AREA CHOSEN FOR STOCKPILING
OPERATIONS SHALL BE DRY AND
STABLE.
2. MAXIMUM SLOPE OF STOCKPILE SHALL
BE 1:2.
3. UPON COMPLETION OF SOIL
STOCKPILING, EACH PILE SHALL BE
SURROUNDED WITH SILT FENCING,
THEN STABILIZED WITH VEGETATION
OR COVERED.
REFER TO TRENCH RESTORATION
DETAIL
HDR Engineering Inc. of the Carolinas, N.C.B.E.L.S. License Number F-0116
TREE LAWN AND GRASS BERM RESTORATION
440 S. Church Street, Suite 1000, Charlotte, NC 28202, 704.338.8700
NOT TO SCALE
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
*DRAWING *
REF. DWG S)
P N
G-005-0001022
S
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095)
IS CURRENT ONLY THROUGH THE LATEST REVISED DATE
TO INSURE 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 1001
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
LINE 5 EXPOSED MAIN REMEDIATION PROJECT
SHEET(S) 7 OF 17
DWG SCALE NONE
A
06/29/2020
ISSUED FOR30%
WDM
JIG
TO
AREA CODE
DATE
INITIALS
-
N/A
REGIONAL
DWG DATE 06124/2020
SUPERSEDED
B
08/13/2020
ISSUED FOR 60% REVIEW
NCK
JIG
TO
ACCOUNT NUMBER
ENGINEER
Piedmont
EROSION & SEDIMENT CONTROL DETAILS
DATE
INITIALS
C
09/14/2020
ISSUED FOR 90% REVIEW
IMM
JIG
TO
PROJECT NUMBER
231794
MGR TECH
turAl w�
DRAWING
NUMBER
REVISION
DRAWING BY
WDM
-
N/A
REC & STD
JOHNSTON COUNTY, NORTH CAROLINA
PNG
C-005-0001029
C
Y
STATION ID
DATE
NITIALS
N/A
PRINCIPAL
GOLDSBORO, NC
I
I
ICHECKER INITIALS
JG
CIVIL / GOLDSBORO / LINE 005
PROFESSIONALENG/ARCHSTAMP
ENGINEER
COPYRIGHT 2018

20"
VARIABLE AS DIRECTED BY THE ENGINEER
�.
��
II■■■■■■■■■■■■■■■■■■■■■■■1
ON
��
II■■■■■■■■■■■■■■■■■■■■■■■1
ON
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11�11
�II II=11 II II 11 11 11�11=II=11�11 II II 11 I1�11=1
=11I
T
STAKES: 72"
T-POST DRIVEN
20" MIN. BELOW
GRADE
J
ORANGE, UV RESISTANT
}
HIGH -TENSILE
STRENGTH POLY.
LU w
BARRICADE FABRIC
(TYP.)
w
J C1
Z En
U
� w Ir
0 of
GROUND
co C°
`SURFACE
SAFETY FENCE NOTES:
1. SAFETY FENCE SHALL BE INSTALLED AS SHOWN ON PLANS.
2. SAFETY FENCE SHOULD BE FASTENED SECURELY TO THE T-POSTS.
SAFETY FENCE MAINTENANCE:
1. INSPECT SAFETY FENCES AT LEAST ONCE A WEEK. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
2. SHOULD ANY OF THE ORANGE, UV RESISTANCE HIGH -TENSILE STRENGTH POLY -BARRICADE FABRIC (TYP.)
OF THE FENCE COLLAPSE, TEAR, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
3. REMOVE ALL FENCING MATERIALS UPON COMPLETION OF PROJECT.
TYPICAL CONSTRUCTION SAFETY FENCE DETAIL
NOT TO SCALE
ZRENO�
p�P
EV�NE
VPN�
OR
1GOMQCis 500�
F�0`N
SEE CNPR�
EENPCS�S
12
C(
HDR Engineering Inc. of the Carolinas, N,C.B.E,L.S. License Number F-0116
440 S. Church Street, Suite 1000, Charlotte, NC 28202, 704.338.8700
SEWN -IN CONNECTION SLEEVE FOR -
PUMP DISCHARGE HOSE (OPTIONAL)
OPTIONAL LIFTING
STRAPS
SILT FENCE
WITH WIRE BACKING
GEOTEXTILE FABRIC (TYPE III) UNDER
AND COVERING ENTIRE WOOD CHIP PAD
SILT -SAVER SEDIMENT
FILTER BAG
WOOD CHI
GEOTEXTILE FABRIC
(TYPE III OR EXISTING VEGETATION
F-w­ A
F2'-0 " MIN.
r 6" MIN.
VARIES WITH GROUND
LINE SLOPE
+ 12'-0" MIN.
++ +
L-- A 1
50' MIN. DISTANCE
FROM STREAM
TOP OF BANK111111111111111111111
STREAM
PLAN VIEW
NOTES:
1. SEDIMENT FILTER BAGS SHOULD NOT BE PLACED WITHIN A JURISDICTIONAL WETLAND OR
WITHIN 50 FEET OF A STABILIZED OUTLET, STREAM, OR OTHER NATURAL WATERS RESOURCE.
2. CONTRACTOR SHALL EXERCISE CAUTION NOT TO BURST OR DAMAGE THE SEDIMENT FILTER
BAG WHEN PUMPING.
3. SEDIMENT FILTER BAGS SHALL BE REPLACED WHEN SEDIMENT HAS ACCUMULATED TO 1/2 OF
THE BAGS CAPACITY OR IN ACCORDANCE WITH THE MANUFACTURE'S RECOMMENDATIONS.
SILT -SAVER DEWATER FILTER BAG
6"X15"
2"-3"
PUMP
13"X15"
0'4"
PUMP
13" X 25"
0'-6"
PUMP
6" MIN.
2'-0" MIN.
SILT FENCE FILTER
1:1 .................
WITH WIRE BACKING + + + + ...
6" MIN.
\/\
USE WOOD CHIPS
PAD TO LEVEL BAG FROM
NATURAL GROUNDLINE
GEOTEXTILE FABRIC (TYPE III)-/
OR EXISTING VEGETATION
TYPICAL SEDIMENT FILTER BAG
NOT TO SCALE
VARIES 10'-0" 50' MINIMUM
MINIMUM EXISTING VEGETATIVE
BUFFER
EOTEXTILE
FABRIC (TYPE III)
SECTION A -A
INSTALL MINIMUM 12-INCH
EXCELSIOR WATTLES WITH 4 OZ.
POLYACRYLAMIDE (PAM).
(SEE NOTE 3)
2-IN X 2-IN WOODEN
STAKES, 2-FT MAX
SPACING (TYP)
18-INCH (MINIMUM) COMPOST -
FILTER SOCK (SEE NOTE 1)
SILT
SILT FEN
F,
SILT FENCE
WITH WIRE
BACKING 2' MIN. STOP OF BANK
i
/� ice/
- •. SEDIMENT PIT;!''
SEE NOTE 10
18-INCH (MINIMUM) FILTREXX®
COMPOST FILTER SOCK OR ENGINEER
APPROVED EQUIVALENT
WOOD MULCH OR COMPOST TO
1/2 HEIGHT OF COMPOST FILTER SOCK
SE[
(2-FOOT V
6 FEET 1 FOOT MIN. OVERLAP
SECTION A -A
18-INCH (MINIMUM) FILTREXX®
COMPOST FILTER SOCK OR ENGINEER
APPROVED EQUIVALENT
FLOW
SECTION A -A
A
J
CULVERT
-VERT
PIPE INLET PROTECTION NOTES:
1. INSTALL PIPE INLET PROTECTION AT CULVERTS RECEIVING FLOW ACROSS DISTURBED AREAS.
LOCATIONS OF PIPE INLET PROTECTION SHALL BE BASED ON PLANS AND CONDITIONS IN THE FIELD.
2. DIMENSIONS ARE MINIMUM ACCEPTABLE UNLESS OTHERWISE SPECIFIED BY THE ENGINEER.
3. INSTALL 18-INCH (MINIMUM) FILTREXX® COMPOST FILTER SOCK OR ENGINEER APPROVED EQUIVALENT. IT
IS RECOMMENDED TO INSTALL 24-INCH FILTER SOCKS BASED ON PRODUCT AVAILABILITY.
PIPE INLET PROTECTION INSPECTION & MAINTENANCE:
1. INSPECT PIPE INLET PROTECTION AT LEAST WEEKLY AND AFTER EACH RAINFALL EVENT THAT EXCEEDS 0.5
INCHES WITHIN A 24 HOUR PERIOD.
2. MAKE ANY NECESSARY REPAIRS IMMEDIATELY.
3. REMOVE ACCUMULATED SEDIMENT AND ANY DEBRIS. THE COMPOST SOCK MUST BE REPLACED IF
CLOGGED OR TORN.
4. IF PONDING BECOMES EXCESSIVE, THE SOCK MAY NEED TO BE REPLACED WITH A LARGER DIAMETER OR A
DIFFERENT MEASURE. THE SOCK NEEDSTO BE REINSTALLED IF UNDERMINED OR DISLODGED.
5. THE COMPOST SOCK SHALL BE INSPECTED UNTIL LAND DISTURBANCE IS COMPLETE AND THE AREA ABOVE
THE MEASURE HAS BEEN PERMANENTLY STABILIZED.
COMPOST MATERIAL & DISPOSALIRECYCLING NOTE:
REFER TO EROSION & SEDIMENT CONTROL NOTES DRAWING FOR COMPOST MATERIAL
REQUIREMENTS AND DISPOSALIRECYCLING HANDLING.
TYPICAL PIPE INLET PROTECTION DETAIL
NOT TO SCALE
SILT FENCE OUTLET NOTES:
1. 1. USE 18-INCH (MINIMUM) FILTREXX® COMPOST FILTER SOCK OR ENGINEER APPROVED
EQUIVALENT. FILTER SOCKS SHALL BE A MINIMUM OF 8-FEET IN LENGTH. IT IS
RECOMMENDED TO INSTALL 24-INCH FILTER SOCKS BASED ON PRODUCT AVAILABILITY.
2. WATTLES ARE NOT TO BE USED IN PLACE OF COMPOST SOCK.
3. INSTALL MINIMUM 12-INCH EXCELSIOR WATTLE, OR ENGINEER APPROVED EQUIVALENT,
IN FRONT OF SEDIMENT PIT AND APPLY POLYACRYLAMIDES (PAM). 4 OZ. PAM TO BE
APPLIED TO TOP FRONT PORTION OF WATTLE (SEE SECTION B-B) AND 1-2 OZ. OF PAM TO
BE APPLIED IN FRONT OF AND BEHIND WATTLE. REAPPLY PAM AFTER EACH RAINFALL
EVENT THAT EXCEEDS 0.5 INCHES. USE 2-INCH BY 2-INCH HARD WOODEN STAKES TO
ANCHOR IN PLACE WITH A MAXIMUM 2-FOOT SPACING.
4. 5-FEET SELF FASTENER ANGLE STEEL POST OR 2-INCH BY 2-INCH HARD WOODEN
3 FEET
STAKES SHALL BE INSTALLED THROUGH THE MIDDLE OF THE COMPOST FILTER SOCK.
1 SPACE STAKES A MAXIMUM OF 2-FEET. DRIVE THE HARD WOODEN STAKE TO A MINIMUM
/ OF 1-FOOT INTO THE GROUND LEAVING A MINIMUM OF 3-INCH PROTRUDING ABOVE THE
COMPOST FILTER SOCK.
WOOD MULCH 5. INSTALL MINIMUM OF 1-FOOT OVERLAP OF SILT FENCE, COMPOST FILTER SOCK, AND
77SEE NOTE 9) WIRE REINFORCEMENT.
6. USE WIRE MESH OR HARDWARE CLOTH WITH A MINIMUM 24 GAUGE WITH 1/4-INCH MESH
OPENINGS.
A 7. SILT FENCE OUTLET LOCATIONS MAY VARY FROM THE APPROVED PLANS AS DIRECTED
BY THE OWNER'S INSPECTOR OR DESIGNATED REPRESENTATIVE AND BASED UPON
FIELD CONDITIONS.
8. SILT FENCE OUTLETS SHOULD BE INSTALLED AT POINTS OF CONCENTRATED FLOW AND
LOW POINTS. IF WATER IS POOLING BEHIND INSTALLED SILT FENCE AN ADDITIONAL SILT
STAKE FENCE OUTLET MAY NEED TO BE INSTALLED.
(SEE NOTE 4) 9 WOOD MULCH OR COMPOST TO 12 HEIGHT OF COMPOST FILTER SOCK
10. THE CONTRACTOR SHALL EXCAVATE A SMALL SEDIMENT PIT (6-FEET X 3-FEET X 3-FEET)
AT 2-FEET MINIMUM FROM AND ADJACENT TO THE UPSTREAM SIDE OF SILT FENCE
OUTLET TO INCREASE THE AMOUNT OF SEDIMENT STORAGE. PIT DIMENSIONS CAN BE
ALTERED AND ORIENTED AS NECESSARY BASED ON FIELD CONDITIONS BY ON -SITE
ENVIRONMENTAL INSPECTOR.
' CONTRACTOR TO ENSURE THAT SEDIMENT PIT IS INSTALLED TO MAINTAIN A MINIMUM OF
5-FEET FROM EXISTING GAS PIPELINE **
11. AN ENERGY DISSIPATOR SHALL BE INSTALLED ON THE DOWNSTREAM SIDE OF THE SILT
FENCE OUTLET, AS NEEDED, BASED ON CONDITIONS IN THE FIELD.
MULCH
OTE 9)
TYPICAL SILT FENCE OUTLET DETAIL
NOT TO SCALE
WIRE REINFORCEMENT
(SEE NOTE 5)
WOOD MULCH
(SEE NOTE 9)
SILT FENCE OUTLET INSPECTION & MAINTENANCE:
1. REGULAR INSPECTIONS OF SILT FENCE OUTLETS SHALL BE CONDUCTED ONCE EVERY
CALENDAR WEEK AND, AS RECOMMENDED, WITHIN 24-HOURS AFTER EACH RAINFALL
EVENT THAT PRODUCES 1/2-INCH OR MORE OF PRECIPITATION.
2. MAKE ANY NECESSARY REPAIRS IMMEDIATELY.
3. REPLACE WATTLES AT SEDIMENT PITS AS NECESSARY AND REAPPLY POLYACRYLAMIDES
(PAM) AFTER EACH RAINFALL EVENT THAT EXCEEDS 0.5 INCHES.
4. REMOVE ACCUMULATED SEDIMENT AND ANY DEBRIS. THE COMPOST SOCK MUST BE
REPLACED IF CLOGGED OR TORN.
5. IF PONDING BECOMES EXCESSIVE, THE SOCK MAY NEED TO BE REPLACED WITH A
LARGER DIAMETER OR A DIFFERENT MEASURE. THE SOCK NEEDS TO BE REINSTALLED IF
UNDERMINED OR DISLODGED.
6. THE COMPOST SOCK SHALL BE INSPECTED UNTIL LAND DISTURBANCE IS COMPLETE AND
THE AREA ABOVE THE MEASURE HAS BEEN PERMANENTLY STABILIZED.
7. SHOULD THE SILT FENCE ADJACENT TO THE OUTLET COLLAPSE, TEAR, OR BECOME
INEFFECTIVE, REPAIR OR REPLACE IT PROMPTLY.
8. REMOVE ALL FENCING AND OUTLET MATERIALS AND UNSTABLE SEDIMENT DEPOSITS
AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE
AREA HAS BEEN PROPERLY STABILIZED.
9. REMOVE SEDIMENT ACCUMULATED WITHIN THE SEDIMENT PIT AS NEEDED TO MAINTAIN
ADEQUATE STORAGE.
18-INCH (MINIMUM) COMPOST
FILTER SOCK (SEE NOTE 1)
SECTION B-B
APPLY 4 OZ.
POLYACRYLAMIDE (PAM) TO
TOP SIDE OF WATTLES AND
1-2 OZ OF PAM IN FRONT OF
AND BEHIND WATTLE (SEE
NOTE 3).
SEDIMENT PIT
(SEE NOTE 10**)
L PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG S)
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 P N G-005-0001022
-
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
LINE 5 EXPOSED MAIN RE M E D IATI 0 N PROJECT
SHEET(S) 8 OF 17
DWG SCALE NONE
A
06/29/2020
ISSUED FOR 30%
WDM
JG
TO
AREA CODE
DATE
INITIALS
REGIONAL
-
N/A
ENGINEER
Piedmont
EROSION & SEDIMENT CONTROL DETAILS
DWG DATE 06/24/2020
SUPERSEDED
B
08/13/2020
ISSUED FOR 60% REVIEW
NICK
JG
TO
ACCOUNT NUMBER
=
C
09/14/2020
ISSUED FOR 90% REVIEW
IMM
JG
TO
PROJECT NUMBER
231794
DATE
INITIALS
MGR TECH
�
Natural Gas
DRAWING NUMBER
REVISION
DRAWING BY
WDM
-
-
N/A
REC & STD
JOHNSTON COUNTY, NORTH CAROLINA
PNG C-005-0001030
C
STATION ID
DATE
INITIALS
N/A
PRINCIPAL
GOLDSBORO, NC
CHECKER INITIALS
JG
CIVIL / GOLDSBORO / LINE 005
PROFESSIONAL ENG/ARCHSTAMP
ENGINEER
COPYRIGHT 2018

\\0
4
UNTRENCHED INSTALLATION
(TYP)
CDMIT VIC1AI
CLEAN WATER DIVERSION MAINTENANCE:
1. INSPECT CLEAN WATER DIVERSION AT LEAST WEEKLY AND AFTER EACH RAINFALL EVENT THAT EXCEEDS
0.5 INCHES WITHIN A 24 HOUR PERIOD.
2. MAKE ANY NECESSARY REPAIRS IMMEDIATELY.
3. REMOVE SEDIMENT DEPOSITS WHEN THEY REACH ONE-HALF OF THE HEIGHT OF THE WATTLE.
SILT FENCE AS NEEDED
STAKE (TYP) � 1 1
r.1
CLEAN WATER DIVERSION
NOT TO SCALE
FILTER MEDIA (SEE NOTE 2)
_.F
PUMP
TOP VIEW
INSET A
(TYP)
VEGETATIVE BUFFER
NOTES:
1. PRIOR TO INSTALLATION, MANUFACTURER SPECIFICATIONS OF FILTER WATER LEVEL
MEDIA SHALL BE PROVIDED TO THE EROSION CONTROL INSPECTOR
FOR APPROVAL AND USE. DISCHARGE FROM FILTER MEDIA SHALL MEET
OR EXCEED THE PROVISIONS OF THE CLEAN WATER ACT.
2. ENSURE THAT PUMP PRESSURE DOES NOT EXCEED FILTER MEDIA
PRESSURE RATING.
3. FILTER MEDIA MAY BE, BUT NOT LIMITED TO, SAND MEDIA FILTRATION AL
DEVICES OR RATED FILTER FABRIC BAGS.
4. PUMP STRAINER SHALL NOT BE IN CONTACT WITH BOTTOM OF POND.
EROSION CONTROL DEWATERING DETAIL
NOT TO SCALE
HDR Engineering Inc. of the Carolinas, N.C.B.E.L.S. License Number F-0116
440 S. Church Street, Suite 1000, Charlotte, NC 28202, 704.338.8700
LOW POINT
SEE NOTE 1
6" AGGREGATE BASE COURSE
(ABC) AT 90% STD PROCTOR
MATCH EXISTING
GRADE
3" AGGREGATE BASE COURSE
(ABC) AT 95% STD PROCTOR
2% MIN CROWN SLOPE
RIP MOISTURE
CONDITION AND
RECOMPACT 6" MIN
NATIVE SUBGRADE
NATIVE
SUBGRADE
CONTRACTOR SHALL PLACE AND
SECURE NON -WOVEN
GEOTEXTILE FABRIC (MIRAFI
S600 OR EQUAL) BETWEEN
NATIVE SOILS AND TEMPORARY
ROADWAY_ IMPORT
NOTES:
1. CONTRACTOR SHALL EXCAVATE AND STOCKPILE 8" MINIMUM OF TOPSOIL FOR RESTORATION
AFTER ROAD IS REMOVED AND RESTORED TO EXISTING CONDITIONS.
2. AFTER PROJECT IS COMPLETE, REMOVE TEMPORARY ROAD AND RESTORE TO EXISTING
CONDITIONS. LEAVE 50' OF IMPROVED DRIVEWAY IN PLACE, MEASURED FROM ALMON ROAD.
TEMPORARY ACCESS DRIVE CROSS SECTION
NOT TO SCALE
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG S)
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) *DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS &INFO. MANAGEMENT (RIM) POLICY 1001 P N G-005-0001022
S
NO. DATE REVISION(S) DESCRIPTION
A 06/29/2020 ISSUED FOR 30%
B 08/13/2020 ISSUED FOR 60% REVIEW
C 09/14/2020 ISSUED FOR 90% REVIEW
PROFESSIONAL ENGIARCH STAMP
BY
CHK
JAPPD
DESCRIPTION
APPROVALS
/VDM
JG
TO
AREA CODE
DATE
INITIALS
REGIONAL
ENGINEER
NICK
JG
TO
ACCOUNT NUMBER
IMM
JG
TO
PROJECT NUMBER
231794
DATE
-
INITIALS
N/A
MGR TECH
REC & STD
DRAWING BY
WDM
STATION ID
I
DATE
INITIALS
N/A
PRINCIPAL
ENGINEER
CHECKER INITIALS
JG
LINE 5 EXPOSED MAIN REMEDIATION PROJECT
r 0, Piedmont EROSION & SEDIMENT CONTROL DETAILS
NaturAlGi JOHNSTON COUNTY, NORTH CAROLINA
COPYRIGHT 2018 GOLDSBORO, NC
SHEET(S) 9 OF 17 1 DWG SCALE NONE
DWG DATE 06/24/2020 ISUPERSEDED
DRAWING NUMBER REVISION
P N G C-005-0001031 C
CIVIL / GOLDSBORO / LINE 005

3
FT. MOUNTABLE
50' MIN.
BERM (6 IN. MIN.)`
1----, EXISTING ROADWAY
GEOTEXTILE-` I � --EARTH FILL
EXISTING MIN 6" OF 2-3 \PIPE AS NECESSARY
GROUND WASHED STONE
* MOUNTABLE BERM USED TO PROVIDE PROPER COVER FOR PIPE
NOTES
O
ry
U
z
x
w
1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLE MATERIAL AND PROPERLY
GRADE IT.
2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE PLANS, AND SMOOTH IT.
3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE OUTLET.
4. USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY OF THE FOUNDATION IN LOCATIONS SUBJECT TO SEE PAGE OR
HIGH WATER TABLE.
5. MOUNTABLE BERM SHALL BE INSTALLED WHEREVER OPTIONAL CULVERT PIPE IS USED AND PROPER PIPE COVER AS SPECIFIED
BY MANUFACTURER IS NOT OTHERWISE PROVIDED. PIPE SHALL BE SIZED APPROPRIATELY FOR SIZE OF DITCH BEING CROSSED.
MAINTENANCE: MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION
SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO
TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR
TRACKED ONTO PUBLIC ROADWAYS.
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT DETAIL
NOT TO SCALE
BLANKET EDGES STAPLED AND INSTALL BEGINNING OF ROLL IN 6 IN. x 6
OVERLAPPED IN. ANCHOR TRENCH, STAPLE,
(4 IN. MIN.) BACKFILL AND COMPACT SOIL
STARTING AT TOP OF SLOPE, ROLL \
BLANKETS IN DIRECTION OF WATER \%\\i \
FLOW\� \\��\\i\ \\/ % i\ tit'" • �'� \,\/ \/
DIAMETER e.�.
�? o D / // RANDOM FILL
PREPARE SEED BED \\i\\�\\\\� COMPACTED FILL
(INCLUDING APPLICATION OF LIME, FERTILIZER \�\�\�
AND SEED) PRIOR TO BLANKET INSTALLATION
SECTION VIEW
THE BLANKET SHOULD NOT BE --I OVERLAP BLANKET ENDS 6 IN. MIN. WITH THE
STRETCHED; IT MUST MAINTAIN UPSLOPE BLANKED OVERLYING THE DOWNSLOPE
GOOD SOIL CONTACT BLANKET (SHINGLE STYLE). STAPLE SECURELY.
REFER TO MANUF. RECOMMENDED STAPLING
PATTERN FOR STEEPNESS AND LENGTH OF
SLOPE BEING BLANKETED
NOTES:
SEED AND SOIL AMENDMENTS SHALL BE APPLIED ACCORDING TO THE RATES IN THE PLAN DRAWINGS PRIOR TO INSTALLING THE BLANKET.
PROVIDE ANCHOR TRENCH AT TOE OF SLOPE IN SIMILAR FASHION AS AT TOP OF SLOPE.
SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, STICKS, AND GRASS.
BLANKET SHALL HAVE GOOD CONTINUOUS CONTACT WITH UNDERLYING SOIL THROUGHOUT ENTIRE LENGTH. LAY BLANKET LOOSELY AND STAKE OR
STAPLE TO MAINTAIN DIRECT CONTACT WITH SOIL. DO NOT STRETCH BLANKET.
THE BLANKET SHALL BE STAPLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.
MATTING SHALL BE CURLEX I, OR ENGINEER APPROVED EQUIVALENT.
BLANKETED AREAS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT UNTIL PERENNIAL VEGETATION IS ESTABLISHED TO A MINIMUM
UNIFORM 70% COVERAGE THROUGHOUT THE BLANKETED AREA. DAMAGED OR DISPLACED BLANKETS SHALL BE RESTORED OR REPLACED WITHIN 4
CALENDAR DAYS.
TEMPORARY MATTING (SLOPES)
WIRE MESH REINFORCEMENT
STEEL POST
(1.25 LB/LIN FT STEEL- 5FT MIN LENGTH)
NOT TO SCALE
FABRIC HEIGHT, 24"
NOTES:
STEEL POST
1.
SILT FENCE FABRIC SHALL MEET THE STANDARDS OF TABLE 6.62B OF
THE NC EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL:
A. TENSILE STRENGTH - 90 LBS;
B. PERMITTIVITY - 0.05 SEC-1;
C. APPARENT OPENING SIZE - 30 US STD. SIEVE; AND,
NOT USED
D. ULTRAVIOLET STABILITY -70%
2.
THE BASE OF BOTH END POSTS SHOULD BE AT LEAST ONE FOOT HIGHER
THAN THE MIDDLE OF THE FENCE. CHECK WITH A LEVEL IF NECESSARY.
3.
INSTALL POSTS 4 FEET APART IN CRITICAL AREAS AND 6 FEET APART ON
24" MIN.
STANDARD APPLICATIONS.
4.
INSTALL POSTS 2 FEET DEEP ON THE DOWNSTREAM SIDE OF THE SILT
FENCE, AND AS CLOSE AS POSSIBLE TO THE FABRIC, ENABLING POSTS
TO SUPPORT THE FABRIC FROM UPSTREAM WATER PRESSURE.
5.
INSTALL POSTS WITH THE NIPPLES FACING AWAY FROM THE SILT
FABRIC.
6.
ATTACH THE FABRIC TO EACH POST WITH THREE TIES, ALL SPACED
WITHIN THE TOP 8 INCHES OF THE FABRIC. ATTACH EACH TIE
DIAGONALLY 45 DEGREES THROUGH THE FABRIC, WITH EACH PUNCTURE
AT LEAST 1 INCH VERTICALLY APART. ALSO, EACH TIE SHOULD BE
WIRE MESH
REINFORCEMENT
FABRIC
CUTAWAY VIEW
_ WIRE MESH
REINFORCEMENT
24" MAX.
RUNOFF
FILTER FABRIC
BACKFILL TRENCH WITH
COMPACTED 8" DOWN-4"
FORWARD
SECTION VIEW
POSITIONED TO HANG ON A POST NIPPLE WHEN TIGHTENED TO
MAINTENANCE:
PREVENT SAGGING.
1. INSPECT AND REPAIR FENCE WEEKLY OR AFTER EACH 1/2 IN. STORM
7. WRAP APPROXIMATELY 6 INCHES OF FABRIC AROUND THE END POSTS
EVENT AND REMOVE SEDIMENT WHEN DEPOSITS REACH 1/3 OF
AND SECURE WITH 3 TIES.
FENCE HEIGHT.
8. NO MORE THAN 24 INCHES OF A 36 INCH FABRIC IS ALLOWED ABOVE
2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL
GROUND LEVEL.
NOT CONTRIBUTE SEDIMENT OFF -SITE AND CAN BE PERMANENTLY
9. THE INSTALLATION SHOULD BE CHECKED AND CORRECTED FOR ANY
STABILIZED.
DEVIATIONS BEFORE COMPACTION.
3. ANY SECTION OF SILT FENCE WHICH HAS BEEN UNDERMINED OR
10. COMPACTION IS VITALLY IMPORTANT FOR EFFECTIVE RESULTS.
OVERTOPPED SHALL BE IMMEDIATELY REPLACED WITH A ROCK
COMPACT THE SOIL IMMEDIATELY NEXT TO THE SILT FENCE FABRIC
FILTER OUTLET DETAIL 4 THIS SHEET
NOTES
1 FT.
OR 1 D
MINIMUM DIAMETER FOR ANY CULVERT IS 12"; OTHERWISE CULVERT SHALL BE SIZED FOR ANTICIPATED PEAK FLOW. PLACE CULVERT
SO BOTTOM IS AT SAME LEVEL AS BOTTOM OF DITCH OR ADJOINING SLOPE. CULVERTS SHALL BE PLACED WITH A SLOPE OF 2 TO 4%.
LOWER END SHALL BE AT LEAST 2" BELOW UPPER END.
EXTEND CULVERT 12" BEYOND BASE OF ROAD FILL ON BOTH SIDES. FIRMLY PACK FILL AROUND CULVERT, ESPECIALLY THE BOTTOM
HALF.
PROVIDE SUITABLE OUTLET PROTECTION* AND, WHERE APPROPRIATE, INLET PROTECTION.
INSPECT CULVERT WEEKLY: REMOVE ANY FLOW OBSTRUCTIONS AND MAKE NECESSARY REPAIRS IMMEDIATELY
THIS DETAIL MAY BE USED FOR DITCH RELIEF CULVERTS AND FOR CROSSINGS OF ROADSIDE DITCHES. IT IS NOT APPROPRIATE FOR
STREAM CROSSINGS.
* FOR STEEP SLOPE (>2H:1V) OUTFALLS, A MINIMUM 20 FOOT LONG R-5 APRON IS RECOMMENDED FOR TEMPORARY ACCESS ROADS
WHERE THE RECOMMENDED CULVERT SPACING IS USED. FOR PERMANENT ACCESS ROADS, A MINIMUM R-6 ROCK SIZE IS
RECOMMENDED.
BEDDING
DITCH RELIEF CULVERT
NOT TO SCALE
SECTION VIEW
TRENCH PLUG SPACING (L)
PROFILE VIEW
DARD
'ACTED
;FILL
', BENTONITE, CONCRETE -FILLED SACKS OR FOAM
REQUIRED SPACING (L) AND MATERIALS FOR TRENCH
TRENCH SLOPE (%)
L (FEET)
EAKER MATERIAL
5 TO 15
300
CLAY, BENTONITE, OR CONCRETE FILLED SACKS OR FOAM
> 15 TO 30
200
CLAY, BENTONITE, OR CONCRETE FILLED SACKS OR FOAM
> 30
100
CLAY, BENTONITE, OR CONCRETE FILLED SACKS OR FOAM
GAS LINE
ROOT STOCK L INSTALL NO MORE THAN TWO LAYERS OF EQUIPMENT MATS OR
REMAINS IN CORDUROY LOGS. ALL PADDING MATERIAL MUST BE REMOVED FROM
PLACE THE WETLAND.
RESTORE TO ORIGINAL CONTOUR AND DRAINAGE; RESTORE TOPSOIL
SECTION VIEW
i
IF SPOIL AND SALT CANNOT BE UPLAND
CONTAINED, INSTALL FILTER SOCK AT
THE OUT FLOW EDGE OF THE TRENCH AL
(IF NECESSARY)
AL AL
WETLAND
a4 AL
AL
A. TEMPORARY OPEN /
TRENCH
A
UPLAND AL
�
Ak
TRENCH PLUG (TYP.) �
AL AL
Ak Ak
REMOVE AND STOCKPILE THE WETLAND �
SOILS SEPARATELY FROM OTHER SOILS.
SEGREGATE THE TOPSOIL (TOP 12 Ak
INCHES) AND SUBSOIL. REUSE SAME
WETLAND SOILS IN RESTORATION OF THE
WETLAND.
PIPELINE
WC
FILTER SOCK TO BE
INSTALLED AT EACH EDGE
OF WETLAND (IF
NECESSARY) (TYP.)
TIMBER MATS SET
AT -GRADE
AL
AL AL CLEARLY MARK
(FLAG) WETLAND
AL A BOUNDARY
AL air.
AL arc a4
NOTES: AL AL AL
1. REQUIREMENTS DO NOT APPLY TO ACTIVE, CULTIVATE OR ROTATED CROPLANDS.
2. ALL CONTROL WILL BE INSTALLED AFTER INITIAL GROUND DISTURBANCE AND
AL MAINTAINED UNTIL ADJACENT UPLANDS ARE STABILIZED.
3. EQUIPMENT TRACKING IN WETLANDS SHALL UTILIZE PROTECTIVE MATS WHEN
PRACTICAL.
4. RESTORATION OF DISTURBED WETLAND AREAS SHALL BE COMPLETED WITHIN 72 HOURS
OF COMPLETION OF PIPELINE INSTALLATION.
5. RESEED DISTURBED WETLAND AT THE RATE OF 15LBS/ACRE USING AN EMERGENT
WETLAND SEED MIX (FACW WETLAND MEADOW SEED MIX FROM ERNST CONSERVATION
SEEDS, ERNMX-122, OR APPROVED EQUAL)
6. ASSEMBLE PIPE IN UPLAND AREA UNLESS WETLAND IS DRY ENOUGH TO ADEQUATELY
SUPPORT PIPELINE.
7. INSTALL TIMBERMATS FROM EDGE OF SILT FENCE TO EDGE OF SILT FENCE ON OTHER
SIDE OF THE CROSSING.
PLAN VIEW
WETLAND CROSSING DETAIL - OPEN TRENCH
NOT TO SCALE
TIMBER MAT APPROACH -*
TIMBER MAT
APPROACH
SURFACE FLOW
DIVERSION TO TRAP
C i
FILTER FABRIC
CHANNEL
BRIDGE CROSSING
i
PERSPECTIVE VIEW
ORIGINAL
INSTALL SIDEBOARDS
OR COMPOST FILTER
SOCKS, OR OTHER
MATERIAL TO PREVENT
SEDIMENT FROM ???
THE BRIDGE. TEMPORARY SPAN
BRIDGE CROSSING
STREAM BED
LONGITUDINAL SECTION
FILTER FABRIC
( ) MAINTENANCE:
WITH THE FRONT WHEEL OF THE TRACTOR, SKID STEER, PA ROLLER . TEMPORARY STREAM CROSSINGS SHALL BE INSPECTED ON A DAILY BASIS.
EXERTING AT LEAST T, POUNDS PER SQUARE INCH. COMPACT THE . DAMAGED CROSSINGS SHALL BE REPAIRED WITHIN 24 HOURS OF THE INSPECTION AND BEFORE ANY
UPSTREAM SIDE FIRST, AND THEN EACH SIDE TWICE FOR A TOTAL OF 4
TRIPS. SUBSEQUENT USE.
NOTES: • SEDIMENT DEPOSITS ON THE CROSSING OR ITS APPROACHES SHALL BE REMOVED WITHIN 24 HOURS OF THE
REINFORCED SILT FENCE (SS2) INSPECTION.
1. THE PREFERRED CONSTRUCTION MATERIAL FOR THE TRENCH PLUG IS SAND BAGS, WHICH ARE DURABLE YET FLEXIBLE AND • AS SOON AS THE TEMPORARY CROSSING IS NO LONGER NEEDED, IT SHALL BE REMOVED. ALL MATERIALS SHALL
NOT TO SCALE WILL CONFORM TO THE GRADUAL SHIFTING OF THE PIPELINE AND BACKFILL. BE DISPOSED OF PROPERLY AND DISTURBED AREAS STABILIZED.
2. IN AGRICULTURAL LANDS, TOP OF THE TRENCH BREAKER WILL NOT BE CLOSER THAN TWO FEET FROM THE RESTORED . GEOTEXTILE FABRIC TO BE WRAPPED AROUND UNDERSIDE OF TEMPORARY SPAN BRIDGE.
SURFACE.
3. TRENCH PLUG SHOULD BE PLACED ON EITHER SIDE OF STREAM AND WETLAND CROSSINGS.
HDR Engineering Inc. of the Carolinas, N,C.B.E,L.S. License Number F-0116 TRENCH PLUG INSTALLATION TB TEMPORARY BRIDGE
440 S. Church Street, Suite 1000, Charlotte, NC 28202, 704.338.8700 NOT TO SCALE NOT TO SCALE
p PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG(S)
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 P N G G-005-0001 022
SURFACE FLOW
DIVERSION TO TRAP
-
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
LINE 5 EXPOSED MAIN RE M E D IATI 0 N PROJECT
SHEET(S) 10 OF 17
DWG SCALE NONE
A
06/29/2020
ISSUED FOR 30%
WDM
JG
TO
AREA CODE
DATE
INITIALS
ID
-
N/A
REGIONAL
DWG DATE 06124/2020
SUPERSEDED
B
08/13/2020
ISSUED FOR 60% REVIEW
NICK
JG
TO
ACCOUNT NUMBER
ENGINEER
Piedmont
EROSION & SEDIMENT CONTROL DETAILS
=
C
09/14/2020
ISSUED FOR 90% REVIEW
IMM
JG
TO
PROJECT NUMBER
231794
DATE
INITIALS
MGR TECH
-
Natural Gas
DRAWING NUMBER
REVISION
DRAWING BY
WDM
-
-rim
N/A
REC & STD
JOHNSTON COUNTY NORTH CAROLINA
PNG C-005-0001032
C
STATION ID
DATE
INITIALS
N/A
PRINCIPAL
GOLDSBORO, NC
CHECKER INITIALS
JG
CIVIL / GOLDSBORO / LINE 005
PROFESSIONALENG/ARCH STAMP
ENGINEER
COPYRIGHT 2018

GENERAL SEEDING REQUIREMENTS FOR UPLAND AREAS
GENERAL SEEDING REQUIREMENTS FOR RIPARIAN AREAS
PERMANENT UPLAND SEEDING SPECIFICATIONS
APPLICATION TYPE AND
FLEXIBLE GROWTH MEDIUM
MULCH OR FLEXIBLE GROWTH
LOCATION
SEED MIX
RATE (LBSIACRE)
(IF USED)
MEDIUM (FGM) APPLICATION
NOTES
RATE
"BROADCAST: 200 LBSIACRE
PROFILE PRODUCTS TM PROMATRIX
"MULCH: 4,000 LBS/ACRE
APPLY MULCH BY ROVING, NETTING, OR ASPHALT TACKING AT 400
WETLANDS
NC COASTAL PLAN FACW SEED MIX (ERNMX-320)
DRILLED: 100 LBSIACRE"
(OPTIONAL)
FGM: 2,000 LBS/ACRE"
GAL/ACRE. SEED AND SOIL AMENDMENTS WILL BE BROADCAST
PRIOR TO APPLYING FGM OR MULCH.
USE SPECIFIED SEED MIX UNLESS LAND OWNER SPECIFICALLY
"BROADCAST: 50 LBS/ACRE
PROFILE PRODUCTS TM PROMATRIX
"MULCH: 4,000 LBS/ACRE
REQUESTS A DIFFERENT SEED MIX. APPLY MULCH BY ROVING,
PASTURES
PENNINGTONTM MAXQ JESUP TALL FESCUE
DRILLED: 25 LBS/ACRE"
(OPTIONAL)
FGM: 2,000 LBS/ACRE"
NETTING, OR ASPHALT TACKING AT 400 GAL/ACRE. SEED AND SOIL
AMENDMENTS WILL BE BROADCAST PRIOR TO APPLYING FGM OR
MULCH.
ACTIVELY CULTIVATED FIELDS TYPICALLY DO NOT REQUIRE SEED,
CULTIVATED AGRICULTURAL
NOT APPLICABLE
NOT APPLICABLE
NOT APPLICABLE
NOT APPLICABLE
MULCH, OR SOIL AMENDMENTS UNLESS SPECIFICALLY
FIELDS
REQUESTED BY LAND OWNER. SEED AND SOIL AMENDMENTS WILL
BE BROADCAST PRIOR TO APPLYING FGM.
CONTRACTORS MIX (FLATTER WOODED AREAS):
REMAINDER OF ROW WITH
80% KY 31 TALL FESCUE
"BROADCAST: 200 LBSIACRE
PROFILE PRODUCTS TM PROMATRIX
"MULCH: 4,000 LBS/ACRE
APPLY MULCH BY ROVING, NETTING, OR ASPHALT TACKING AT 400
SLOPES <10%
10% PERENNIAL RYEGRASS
DRILLED: 100 LBS/ACRE"
(OPTIONAL)
FGM: 2,000 LBS/ACRE"
GAL/ACRE. SEED AND SOIL AMENDMENTS WILL BE BROADCAST
5% RED CLOVER
PRIOR TO APPLYING FGM OR MULCH.
5% WHITE CLOVER
CONTRACTORS MIX (FLATTER WOODED AREAS):
REMAINDER OF ROW WITH
80% KY 31 TALL FESCUE
10% PERENNIAL RYEGRASS
"BROADCAST: 200 LBSIACRE
PROFILE
PRODUCTSTM PROMATRIX
FGM: 3,000 LBS/ACRE
SEED AND SOIL AMENDMENTS WILL BE BROADCAST PRIOR TO
SLOPES >10% BUT < 25%
5% RED CLOVER
DRILLED: 100 LBS/ACRE"
(REQUIRED)
APPLYING FGM.
5% WHITE CLOVER
PENNINGTONTM SLOPEMASTER (SLOPES AND WOODED
AREAS):
50% GREYSTONE TALL FESCUE
PROFILE
REMAINDER OF ROW WITH
15% MOHAWK BERMUDA (COLD TOLERANT)
"BROADCAST: 80 LBS/ACRE
PRODUCTST°^ FLEXTERRA
FGM: 3,500 LBS/ACRE
SEED AND SOIL AMENDMENTS WILL BE BROADCAST PRIOR TO
SLOPES >25%
15% DURANA CLOVER
DRILLED: 40 LBS/ACRE"
(REQUIRED)
APPLYING FGM.
15% UNHULLED SAHARA BERMUDA
5% SMALL GRAINS (WHEAT, OATS, RYE GRAIN, ECT. FOR TEMPORARY
STABILIZATION)
GROUND STABILIZATION SHALL BE PERFORMED PER "STABILIZATION TIME FRAMES" CHART OR AS OTHERWISE SPECIFIED FOR SAFETY REASONS.
IF PIPELINE INSTALLATION REQUIRES WELDING, MULCH WILL NOT BE APPLIED IN ANY AREA WHERE WELDING ACTIVITIES ARE TO OCCUR. ONCE WELDING ACTIVITIES HAVE BEEN COMPLETED, MULCH SHALL BE APPLED TO SUCH AREAS.
SOIL AMENDMENTS (PERMANENT UPLAND SEEDING)
STABILIZATION TIME FRAMES (EFFECTIVE AUG. 3, 2011)
"APPLICATION RATE
NOTE
AMENDMENT
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
(LBSIACRE)"
FOLLOW RECOMMENDATIONS
OF SOIL TESTS OR AT A
GROUND AGRICULTURAL LIMESTONE
4,000
PERIMETER DIKES, SWALES, DITCHES,
7 DAYS
NONE
MINIMUM APPLY LIME AND
SLOPES
FERTILIZER AT THE
SPECIFIED RATE
10-10-10 FERTILIZER
1,000
HIGH QUALITY WATER (HQW) ZONES
7 DAYS
NONE
MAINTENANCE
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT STEEPER
THAN 2:1, 14 DAYS ARE ALLOWED
RE -FERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, RE -FERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH
DAMAGE.
ALL OTHER AREAS WITH SLOPES
14 DAYS
NONE, EXCEPT FOR PERIMETERS AND HOW ZONES
FLATTER THAN 4:1
SEEDBED REQUIREMENTS:
ESTABLISHMENT OF VEGETATION SHOULD NOT BE ATTEMPTED ON
SITES THAT ARE UNSUITABLE DUE TO EXCESSIVE SOIL COMPACTION,
INAPPROPRIATE SOIL TEXTURE, POOR DRAINAGE, CONCENTRATED
OVERLAND FLOW, OR STEEPNESS OF SLOPE UNTIL MEASURES HAVE
BEEN TAKEN TO CORRECT THESE PROBLEMS.
TO MAINTAIN A GOOD STAND OF VEGETATION, THE SOIL MUST MEET
CERTAIN MINIMUM REQUIREMENTS AS A GROWTH MEDIUM. THE
EXISTING SOIL SHOULD HAVE THESE CRITERIA:
• ENOUGH FINE-GRAINED (SILT AND CLAY) MATERIAL TO
MAINTAIN ADEQUATE MOISTURE AND NUTRIENT SUPPLY
(AVAILABLE WATER CAPACITY OF AT LEAST .05 -INCHES OF
WATER TO 1-INCH OF SOIL.
• SUFFICIENT PORE SPACE TO PERMIT ROOT PENETRATION.
• SUFFICIENT DEPTH OF SOIL TO PROVIDE AN ADEQUATE ROOT
ZONE. THE DEPTH TO ROCK OR IMPERMEABLE LAYERS SUCH
AS HARDPANS SHOULD BE 12-INCHES OR MORE, EXCEPT ON
SLOPES STEEPER THAN 2:1 WHERE THE ADDITION OF SOIL IS
NOT FEASIBLE.
• A FAVORABLE PH RANGE FOR PLANT GROWTH, USUALLY 6.0 -
6.5.
• FREE FROM LARGE ROOTS, BRANCHES, STONES, LARGE CLODS
OF EARTH, OR TRASH OF ANY KIND. CLODS AND STONES MAY
BE LEFT ON SLOPES STEEPER THAN 3:1 IF THEY ARE TO BE
HYDRO SEEDED.
IF ANY OF THE ABOVE CRITERIA ARE NOT MET, IE; IF EXISTING SOIL IS
TOO COARSE, DENSE, SHALLOW OR ACIDIC TO FOSTER VEGETATION,
SPECIAL AMENDMENTS ARE REQUIRED. THE SOIL CONDITIONERS
DESCRIBED BELOW MAY BE BENEFICIAL OR, PREFERABLY, TOPSOIL
MAY BE APPLIED.
SEEDBED PREPARATION:
INSTALL NECESSARY MECHANICAL EROSION AND SEDIMENTATION CONTROL
PRACTICES BEFORE SEEDING, AND COMPLETE GRADING ACCORDING TO THE
APPROVED PLAN. LIME AND FERTILIZER NEEDS SHOULD BE DETERMINED BY
SOIL TEST, DIRECTIONS, SAMPLE CARTONS, AND INFORMATION SHEETS ARE
AVAILABLE THROUGH COUNTY AGRICULTURAL EXTENSION OFFICES. TESTING
IS ALSO DONE BY COMMERCIAL LABORATORIES.
HYDRAULIC SEEDING:
SURFACE ROUGHENING IS PARTICULARLY IMPORTANT WHEN HYDRAULICALLY
SEEDING, AS A ROUGHENED SLOPE WILL PROVIDE SOME NATURAL COVERAGE
FOR LIME, FERTILIZER, FLEXIBLE GROWTH MEDIUM (FGM) AND SEED. THE
SURFACE SHOULD NOT BE COMPACTED OR SMOOTH. FINE SEEDBED
PREPARATION IS NOT NECESSARY FOR HYDRAULIC SEEDING OPERATIONS; SOIL
CLODS, STONES, AND IRREGULARITIES PROVIDE CAVITIES IN WHICH SEEDS CAN
LODGE.
WHEN SOIL TEST RESULTS ARE NOT AVAILABLE, FOLLOW RATES SUGGESTED IN
THE SEEDING SPECIFICATIONS TABLES. RATE OF FGM APPLICATION SHOULD VARY BY TYPE AND SHOULD ADHERE TO
SEEDING SPECIFICATIONS TABLE.
APPLY LIME AND FERTILIZER EVENLY AND INCORPORATE INTO THE TOP
4-6-INCHES OF SOIL BY DISKING OR OTHER SUITABLE MEANS. OPERATE
MACHINERY ON THE CONTOUR. WHEN USING A HYDRO SEEDER, APPLY LIME
AND FERTILIZER TO A ROUGH, LOOSE SURFACE.
ROUGHEN SURFACES PRIOR TO SEEDING.
COMPLETE SEEDBED PREPARATION BY BREAKING UP LARGE CLODS AND
RAKING INTO A SMOOTH, UNIFORM SURFACE (SLOPES LESS THAN 3:1). FILL IN
OR LEVEL DEPRESSIONS THAT CAN COLLECT WATER. BROADCAST SEED INTO
A FRESHLY LOOSENED SEEDBED THAT HAS NOT BEEN SEALED BY RAINFALL.
SEEDING:
USE CERTIFIED SEED FOR PERMANENT SEEDING WHENEVER POSSIBLE
LABELING OF NON -CERTIFIED SEED IS ALSO REQUIRED BY LAW. LABELS
CONTAIN IMPORTANT INFORMATION ON SEED PURITY, GERMINATION, AND
PRESENCE OF WOOD SEEDS MUST MEET STATE STANDARDS FOR CONTENT OF
NOXIOUS WEEDS. DO NOT ACCEPT SEED CONTAINING "PROHIBITED" NOXIOUS
WEED SEED.
INOCULATE LEGUME SEED WITH THE RHIZOBIUM BACTERIA APPROPRIATE TO
THE SPECIES OF LEGUME.
APPLY SEED UNIFORMLY WITH A CYCLONE SEEDER, DROP -TYPE SPREADER.
DRILL. CULTIPACKER SEEDER, OR HYDRO SEEDER ON A FIRM, FRIABLE
SEEDBED.
WHEN USING A DRILL OR CULTIPACKER SEEDER, PLANT SMALL GRAINS NO
MORE THE 1-INCH DEEP, GRASSES AND LEGUMES NO MORE THAN 1/2-INCH.
EQUIPMENT SHOULD BE CALIBRATED IN THE FIELD FOR DESIRED SEEDING
RATE.
WHEN USING BROADCAST -SEEDING METHODS, SUBDIVIDE THE AREA INTO
WORKABLE SECTIONS AND DETERMINE THE AMOUNT OF SEED NEEDED FOR
EACH SECTION. APPLY 1/2 THE SEED WHILE MOVING BACK AND FORTH
ACROSS THE AREA, MAKING A UNIFORM PATTERN; THEN APPLY THE SECOND
HALF IN THE SAME WAY, BUT MOVING AT RIGHT ANGLES TO THE FIRST PASS.
MULCH ALL PLANTING IMMEDIATELY AFTER SEEDING WHEN USING A DRILL OR
BROADCAST SPREADER.
IF A MACHINERY BREAKDOWN OF 1/2 TO 2 HOURS OCCURS, ADD 50% MORE
SEED TO THE TANK, BASED ON THE PROPORTION OF THE SLURRY REMAINING.
THIS SHOULD COMPENSATE FOR DAMAGE TO SEED. BEYOND 2 HOURS, A FULL
RATE OF NEW SEED MAY BE NECESSARY.
LIME IS NOT NORMALLY APPLIED WITH A HYDRAULIC SEEDER BECAUSE IT IS
ABRASIVE. IT CAN BE BLOWN OR BROADCAST ONTO STEEP SLOPES IN DRY
FORM.
MAINTENANCE:
GENERALLY, A STAND OF VEGETATION CANNOT BE DETERMINED TO BE FULLY
ESTABLISHED UNTIL SOIL COVER HAS BEEN MAINTAINED FOR ONE FULL YEAR
FROM PLANTING. INSPECT SEEDED AREAS FOR FAILURE AND MAKE
NECESSARY REPAIRS AND RESEEDINGS WITHIN THE SAME SEASON, IF
POSSIBLE.
RE -SEEDING - IF A STAND HAS INADEQUATE COVER, RE-EVALUATE CHOICE OF
PLANT MATERIALS AND QUANTITIES OF LIME AND FERTILIZER. RE-ESTABLISH
THE STAND AFTER SEEDBED PREPARATION OR OVER -SEED THE STAND.
CONSIDER SEEDING TEMPORARY, ANNUAL SPECIES IF THE TIME OF YEAR IS
NOT APPROPRIATE FOR PERMANENT SEEDING.
IF VEGETATION FAILS TO GROW, SOIL MUST BE TESTED TO DETERMINE IF
ACIDITY OR NUTRIENT IMBALANCE IS RESPONSIBLE.
FERTILIZATION - ON THE TYPICAL DISTURBED SITE, FULL ESTABLISHMENT
USUALLY REQUIRES RE -FERTILIZATION IN THE SECOND GROWING SEASON.
FINE TURF REQUIRES ANNUAL MAINTENANCE FERTILIZATION. USE SOIL TESTS
IF POSSIBLE OR FOLLOW THE GUIDELINES GIVEN FOR THE SPECIFIC SEEDING
MIXTURE.
SEEDING SPECIFICATIONS:
SEE TABLES FOR UPLAND AREAS TEMPORARY AND PERMANENT SEEDING
SPECIFICATIONS.
SEEDING BAR NOTE:
SEEDING BAR LOCATIONS BASED ON PLAN VIEWS. THESE LOCATIONS ARE
GENERALIZED, AND FINAL SEEDING METHODS SHALL BE APPROVED BY THE
OWNER OR ON -SITE ENVIRONMENTAL INSPECTOR DURING CONSTRUCTION.
TEMPORARY UPLAND SEEDING SPECIFICATIONS
LOCATION
SEED MIX
APPLICATION TYPE AND RATE (LBSIACRE)
MULCH, TACKIFER OR RGM APPLICATION
NOTES
RATE
APPLY MULCH BY ROVING, NETTING, OR ASPHALT
SLOPES <10%
ANNUAL RYE
45 LBSIACRE
MULCH (4,000 LBS/ACRE)
TACKING AT 400 GAL/ACRE. SEED AND SOIL
GRAIN
AMENDMENTS WILL BE BROADCAST PRIOR TO
APPLYING MULCH.
SLOPES >10% TO <25%
ANNUAL RYE
45 LBSIACRE
TACKIFIER - PLANTAGO (4,000 LBS/ACRE) OR GUAR
SEED AND SOIL AMENDMENTS WILL BE BROADCAST
GRAIN
(150 LBSIACRE)
PRIOR TO APPLYING TACKIFIER.
SLOPES >25%
ANNUAL RYE
45 LBSIACRE
FGM - PROMATRIX (1,500 LBSIACRE)
SEED AND SOIL AMENDMENTS WILL BE BROADCAST
GRAIN
PRIOR TO APPLYING FGM.
PROFESSIONAL ENG/ARCH STAMP
SOIL AMENDMENTS (TEMPORARY UPLAND SEEDING)
NOTE AMENDMENT APPLICATION RATE
(LBS/ACRES)
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR AT
A MINIMUM APPLY LIME AND FERTILIZER AT THE GROUND AGRICULTURAL LIMESTONE 2,000 LBS/ACRE
SPECIFIED RATE
10-10-10 FERTILIZER 750 LBSIACRE
MAINTENANCE
RE -FERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, RE -FERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR
OTHER DAMAGE.
SEEDBED REQUIREMENTS:
TO MAINTAIN A GOOD STAND OF RIPARIAN VEGETATION, THE SOIL MUST BE TOPSOIL THAT HAS BEEN STOCKPILED DURING THE GRADING AND
EXCAVATION OPERATIONS. THIS TOPSOIL SHOULD HAVE THESE CRITERIA:
• ENOUGH FINE-GRAINED (SILT AND CLAY) MATERIAL TO MAINTAIN ADEQUATE MOISTURE AND NUTRIENT SUPPLY (AVAILABLE WATER
CAPACITY OF AT LEAST .05 -INCHES OF WATER TO 1-INCH OF SOIL.
• SUFFICIENT PORE SPACE TO PERMIT ROOT PENETRATION.
• SUFFICIENT DEPTH OF SOIL TO PROVIDE AN ADEQUATE ROOT ZONE. THE DEPTH TO ROCK OR IMPERMEABLE LAYERS SUCH AS
HARDPANS
SHOULD BE 12-INCHES OR MORE, EXCEPT ON SLOPES STEEPER THAN 2:1 WHERE THE ADDITION OF SOIL IS NOT FEASIBLE.
• A FAVORABLE PH RANGE FOR PLANT GROWTH, USUALLY 6.0 - 6.5.
• FREE FROM LARGE ROOTS, BRANCHES, STONES, LARGE CLODS OF EARTH, OR TRASH OF ANY KIND. CLODS AND STONES MAY BE LEFT ON
SLOPES STEEPER THAN 3:1 IF THEY ARE TO BE HYDRO SEEDED.
IF ANY OF THE ABOVE CRITERIA ARE NOT MET, IE; IF EXISTING SOIL IS TOO COARSE, DENSE, SHALLOW OR ACIDIC TO FOSTER VEGETATION, A
ONE TIME APPLICATION OF SPECIAL AMENDMENTS ARE ALLOWED. HOWEVER, FERTILIZER MUST NOT OCCUR WITHIN 10-FT OF BANK OR COME
IN CONTACT WITH WATER. THE SOIL CONDITIONERS DESCRIBED BELOW MAY BE BENEFICIAL OR, PREFERABLY, TOPSOIL MAY BE APPLIED.
SEEDBED PREPARATION:
INSTALL NECESSARY EROSION AND SEDIMENTATION CONTROL PRACTICES BEFORE SEEDING, AND COMPLETE GRADING ACCORDING TO THE
APPROVED PLAN.
ROUGHEN RIPARIAN SURFACES BY DISKING, RAKING, HARROWING, OR OTHER SUITABLE METHODS PRIOR TO SEEDING.
COMPLETE SEEDBED PREPARATION BY BREAKING UP LARGE CLODS AND RAKING INTO A SMOOTH, UNIFORM SURFACE. BROADCAST SEED INTO
A FRESHLY LOOSENED SEEDBED THAT HAS NOT BEEN SEALED BY RAINFALL.
SEEDING:
USE CERTIFIED SEED FOR NATIVE RIPARIAN SEEDING.
LABELING OF NON -CERTIFIED SEED IS ALSO REQUIRED BY LAW. LABELS CONTAIN IMPORTANT INFORMATION ON SEED PURITY, GERMINATION,
AND PRESENCE OF WOOD SEEDS. SEEDS MUST MEET STATE STANDARDS FOR CONTENT OF NOXIOUS WEEDS. DO NOT ACCEPT SEED
CONTAINING "PROHIBITED" NOXIOUS WEED SEED.
APPLY SEED UNIFORMLY BY HAND OR PERSONNEL EQUIPPED WITH A BROADCAST SPREADER.
WHEN USING BROADCAST -SEEDING METHODS, SUBDIVIDE THE AREA INTO WORKABLE SECTIONS AND DETERMINE THE AMOUNT OF SEED
NEEDED FOR EACH SECTION. APPLY 1/2 THE SEED WHILE MOVING BACK AND FORTH ACROSS THE AREA, MAKING A UNIFORM PATTERN; THEN
APPLY THE SECOND HALF IN THE SAME WAY, BUT MOVING AT RIGHT ANGLES TO THE FIRST PASS.
MAINTENANCE:
GENERALLY, A STAND OF VEGETATION CANNOT BE DETERMINED TO BE FULLY ESTABLISHED UNTIL SOIL COVER HAS BEEN MAINTAINED FOR
ONE FULL YEAR FROM PLANTING. INSPECT SEEDED AREAS FOR FAILURE AND MAKE NECESSARY REPAIRS AND RESEEDINGS WITHIN THE SAME
SEASON, IF POSSIBLE.
RE -SEEDING - IF A STAND HAS INADEQUATE COVER, RE-EVALUATE CHOICE OF PLANT MATERIALS. RE-ESTABLISH THE STAND AFTER SEEDBED
PREPARATION OR OVER -SEED THE STAND.
SEEDING SPECIFICATIONS:
SEE TABLES FOR RIPARIAN AREAS SEEDING SPECIFICATIONS. THIS CUSTOMIZED SEEDING MIXTURE WAS DEVELOPED FOR THIS PROJECT BY,
AND IS TO BE OBTAINED FROM, MELLOW MARSH FARMS (919-742-1200).
NATIVE RIPARIAN SEED SPECIFICATIONS
NC PIEDMONT RIPARIAN MIX (ERNMX-307) OR APPROVED EQUIVALENT FOR RIPARIAN AREAS
NOTE: THE RECOMMENDED APPLICATION RATE FOR THE RIPARIAN SEED MIXTURE ABOVE IS 20-LBS PER ACRE. APPLY SEED MIXTURE TO DISTURBED
UPLAND RIPARIAN AREAS, EXTENDING 10-FEET LANDWARD.
SOIL AMENDMENTS
APPLICATION OF SOIL AMENDMENTS WITHIN RIPARIAN AREAS SHALL BE CONDUCTED AT AGRONOMIC RATES AND SHALL COMPLY WITH ALL OTHER
APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS. SOIL AMENDMENTS SHALL BE APPLIED IN A MANNER THAT MINIMIZES CONTACT WITH SURFACE
WATER.
MULCH
MULCH MAY BE APPLIED WITHIN RIPARIAN AREAS AS PER THE GENERAL SEEDING SPECIFICATIONS. MULCH IS NOT TO BE APPLIED IN WETLAND AREAS.
MAINTENANCE
RESEED/OVER SEED IF GROWTH IS NOT FULLY ADEQUATE. GROUND STABILIZATION SHALL BE PERFORMED PER TIME FRAMES OUTLINED IN GENERAL
SEEDING SPECIFICATIONS.
GENERAL SEEDING REQUIREMENTS FOR WETLAND AREAS
SEEDBED REQUIREMENTS:
TO MAINTAIN A GOOD STAND OF WETLAND VEGETATION, THE SOIL MUST BE TOPSOIL THAT HAS BEEN STOCKPILED DURING
THE GRADING AND EXCAVATION PERATIONS. THIS TOPSOIL SHOULD HAVE THESE CRITERIA:
• FREE FROM LARGE ROOTS, BRANCHES, STONES, LARGE CLODS OF EARTH, OR TRASH OF ANY KIND.
SEEDBED PREPARATION:
INSTALL NECESSARY ADJACENT (NOT IN WETLAND) MECHANICAL EROSION AND SEDIMENTATION CONTROL PRACTICES
BEFORE SEEDING, AND RETURN GRADES TO ORIGINAL CONTOURS AS MUCH AS PRACTICABLE.
ROUGHEN WETLAND SURFACES BY DISKING, RAKING, HARROWING, OR OTHER SUITABLE METHODS PRIOR TO SEEDING.
COMPLETE SEEDBED PREPARATION BY BREAKING UP LARGE CLODS AND RAKING INTO A SMOOTH, UNIFORM SURFACE.
BROADCAST SEED INTO A FRESHLY LOOSENED SEEDBED THAT HAS NOT BEEN SEALED BY RAINFALL.
SEEDING:
USE CERTIFIED SEED FOR NATIVE WETLAND SEEDING.
LABELING OF NON -CERTIFIED SEED IS ALSO REQUIRED BY LAW. LABELS CONTAIN IMPORTANT INFORMATION OS SEED PURITY,
GERMINATION, AND PRESENCE OF WOOD SEEDS. SEEDS MUST MEET STATE STANDARDS FOR CONTENT OF NOXIOUS WEEDS.
DO NOT ACCEPT SEED CONTAINING "PROHIBITED" NOXIOUS WEED SEED.
APPLY SEED UNIFORMLY BY HAND OR PERSONNEL EQUIPPED WITH A BROADCAST SPREADER.
WHEN USING BROADCAST -SEEDING METHODS, SUBDIVIDE THE AREA INTO WORKABLE SECTIONS AND DETERMINE THE
AMOUNT OF SEED NEEDED FOR EACH SECTION. APPLY 1/2 THE SEED WHILE MOVING BACK AND FORTH ACROSS THE AREA,
MAKING A UNIFORM PATTERN; THEN APPLY THE SECOND HALF IN THE SAME WAY, BUT MOVING AT RIGHT ANGLES TO THE
FIRST PASS.
DO NOT APPLY MULCH OR FERTILIZER IN WETLANDS.
MAINTENANCE:
GENERALLY, A STAND OF VEGETATION CANNOT BE DETERMINED TO BE FULLY ESTABLISHED UNTIL SOIL COVER HAS BEEN
MAINTAINED FOR ONE FULL YEAR FROM PLANTING. INSPECT SEEDED AREAS FOR FAILURE AND MAKE NECESSARY REPAIRS
AND RESEEDINGS WITHIN THE SAME SEASON, IF POSSIBLE.
RE -SEEDING - IF A STAND HAS INADEQUATE COVER, RE-EVALUATE CHOICE OF PLANT MATERIALS. RE-ESTABLISH THE STAND
AFTER SEEDBED PREPARATION OR OVER -SEED THE STAND.
SEEDING SPECIFICATIONS:
SEE TABLES FOR WETLAND AREAS SEEDING SPECIFICATIONS. FESCUE IS PROHIBITED IN WETLAND AREAS
NC Piedmont Riparian Mix -
(ERNMX-307) (20 Ibslacre)
Botanical Name
Common Name
% of mix
Sorghastrum nutans
Indiangrass
26.0
Panicum anceps
Beaked
Panicgrass
25.0
Elymus virginicus
Virginia Wildrye
20.0
Panicum clandestinum
Deertongue
20.0
Chamaecrista fasciculata
Partridge Pea
4.0
Hibiscus moscheutos
Crimsoneyed
2.0
Rosemallow
Juncus effusus
Soft Rush
1.0
Juncus tenuis
Path Rush
1.0
Vernonia noveboracensis
New York
1.0
Ironweed
* Ideal seeding period is January
through March
NATIVE WETLAND SEED SPECIFICATIONS
NC PIEDMONT FACW MIX (ERNMX-308) OR APPROVED EQUIVALENT FOR WETLAND AREAS
NOTE: THE RECOMMENDED APPLICATION RATE FOR THE WETLAND SEED MIXTURE ABOVE IS 20 TO 25-LBS PER ACRE. APPLY SEED MIXTURE TO
DISTURBED WETLAND, EXTENDING 10-FEET LANDWARD.
SOIL AMENDMENTS
SOIL AMENDMENTS ARE NOT TO BE APPLIED IN WETLAND AREAS.
MULCH
MULCH IS NOT TO APPLIED IN WETLAND AREAS.
MAINTENANCE
RESEEDIOVER SEED IF GROWTH IS NOT FULLY ADEQUATE. GROUND STABILIZATION SHALL BE PERFORMED PER TIME FRAMES OUTLINED IN GENERAL
SEEDING SPECIFICATIONS.
NC Coastal Plan FACW Mix (ERNMX-320)
(20 Ibs/acre)
Botanical Name
Common Name
% of mix
Panicum rigidulum, Coastal Plain NC Ecotype
Redtop Panicgrass
30.0%
Panicum anceps
Beaked Panicgrass
25.9%
Carex albolutescens, Coastal Plain NC Ecotype
Greenwhite Sedge
13.0%
Elymus riparius, PA Ecotype
Riverbank Wildrye
10.5%
Carexlurida, PA Ecotype
Lurid Sedge
5.0%
Rhynchospora globularis, NC Ecotype
Globe Beaksedge
4.0%
Hibiscus moscheutos, Coastal Plain NC Ecotype
Crimsoneyed Rosemallow
2.0%
Juncus effusus, Coastal Plain NC Ecotype
Soft Rush
2.0%
Ludwigia linearis, Coastal Plain SC Ecotype
Narrowleaf Primrose Willow
1.3%
Ludwigia maritima, Coastal Plain NC Ecotype
Seaside Primrose Willow
1.3%
Eupatorium fistulosum, PA Ecotype
Joe Pye Weed, PA
1.0%
Helenium flexuosum, VA Ecotype
Purplehead Sneezeweed
1.0%
Juncus tenuis, NC Ecotype
Path Rush
1.0%
Scirpus cyperinus, Coastal Plain NC Ecotype
Woolgrass
1.0%
Vernonia noveboracensis, PA Ecotype
New York Ironweed
1.0%
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY REF. DWG S)
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001 P N G-005-0001022
NO. DATE
A 06/29/2020
B 08/13/2020
C 09/14/2020
REVISION(S) DESCRIPTION
ISSUED FOR 30%
ISSUED FOR 60% REVIEW
ISSUED FOR 90% REVIEW
BY
CHK
APPD
DESCRIPTION
NDM
JG
TO
AREA CODE
NICK
JG
TO
ACCOUNT NUMBER
IMM
JG
TO
PROJECT NUMBER
231794
DRAWING BY
WDM
STATION ID
CHECKER INITIALS
JG
DATE
DATE
DATE
INITIALS
N/A
INITIALS
N/A
INITIALS
N/A
APPROVALS
REGIONAL
ENGINEER
MGR TECH
REC & STD
PRINCIPAL
ENGINEER
LINE 5 EXPOSED MAIN REMEDIATION PROJECT
'rimPiedmont EROSION AND SEDIMENT CONTROL SEEDING PLAN
Natural Gas
JOHNSTON COUNTY, NORTH CAROLINA
COPYRIGHT 2018 GOLDSBORO, NC
SHEET(S) 11 OF 17 1 DWG SCALE NONE
DWG DATE 06/24/2020 SUPERSEDED
DRAWING NUMBER REVISION
PNG C-005-0001033 C
CIVIL / GOLDSBORO / LINE 005

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GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH THE
NCGO1 CONSTRUCTION GENERAL PERMIT
IMPLEMENTING THE DETAILS AND SPECIFICATIONS ON THIS PLAN SHEET WILL RESULT IN THE
CONSTRUCTION ACTIVITY BEING CONSIDERED COMPLIANT WITH THE GROUND STABILIZATION AND
MATERIALS HANDLING SECTIONS OF THE NCGO1 CONSTRUCTION GENERAL PERMIT (SECTIONS E
AND F, RESPECTIVELY). THE PERMITTEE SHALL COMPLY WITH THE EROSION AND SEDIMENT
CONTROL PLAN APPROVED BY THE DELEGATED AUTHORITY HAVING JURISDICTION. ALL DETAILS
AND SPECIFICATIONS SHOWN ON THIS SHEET MAY NOT APPLY DEPENDING ON SITE CONDITIONS
AND THE DELEGATED AUTHORITY HAVING JURISDICTION.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
STABILIZE WITHIN THIS
SITE AREA DESCRIPTION
MANY CALENDAR DAYS
TIMEFRAME VARIATIONS
AFTER CEASING LAND
DISTURBANCE
(a) PERIMETER DIKES,
SWALES, DITCHES,
AND PERIMETER
7
NONE
SLOPES
(b) HIGH QUALITY WATER
(HQW) ZONES
7
NONE
IF SLOPES ARE 10' OR LESS IN LENGTH AND
(c) SLOPES STEEPER
7
ARE NOT STEEPER THAN 2:1, 14 DAYS ARE
THAN 3:1
ALLOWED
-7 DAYS FOR SLOPES GREATER THAN 50' IN
LENGTH AND WITH SLOPES STEEPER THAN 4:1
-7 DAYS FOR PERIMETER DIKES, SWALES,
(d) SLOPES 3:1 TO 4:1
14
DITCHES, PERIMETER SLOPES AND HQW
ZONES
-10 DAYS FOR FALLS LAKE WATERSHED
-7 DAYS FOR PERIMETER DIKES, SWALES,
DITCHES, PERIMETER SLOPES AND HQW
(e) AREAS WITH SLOPES
ZONES
FLATTER THAN 4:1
14
-10 DAYS FOR FALLS LAKE WATERSHED
UNLESS THERE IS ZERO SLOPE
NOTE: AFTER THE PERMANENT CESSATION OF CONSTRUCTION ACTIVITIES, ANY AREAS WITH
TEMPORARY GROUND STABILIZATION SHALL BE CONVERTED TO PERMANENT GROUND STABILIZATION
AS SOON AS PRACTICABLE BUT IN NO CASE LONGER THAN 90 CALENDAR DAYS AFTER THE LAST LAND
DISTURBING ACTIVITY. TEMPORARY GROUND STABILIZATION SHALL BE MAINTAINED IN A MANNER TO
RENDER THE SURFACE STABLE AGAINST ACCELERATED EROSION UNTIL PERMANENT GROUND
cTnon inn Tir�ni is nnui rirn
EQUIPMENT AND VEHICLE MAINTENANCE
1. MAINTAIN VEHICLES AND EQUIPMENT TO PREVENT DISCHARGE OF FLUIDS.
2. PROVIDE DRIP PANS UNDER ANY STORED EQUIPMENT.
3. IDENTIFY LEAKS AND REPAIR AS SOON AS FEASIBLE, OR REMOVE LEAKING EQUIPMENT FROM
THE PROJECT.
4. COLLECT ALL SPENT FLUIDS, STORE IN SEPARATE CONTAINERS AND PROPERLY DISPOSE AS
HAZARDOUS WASTE (RECYCLE WHEN POSSIBLE).
5. REMOVE LEAKING VEHICLES AND CONSTRUCTION EQUIPMENT FROM SERVICE UNTIL THE
PROBLEM HAS BEEN CORRECTED.
6. BRING USED FUELS, LUBRICANTS, COOLANTS, HYDRAULIC FLUIDS AND OTHER PETROLEUM
PRODUCTS TO A RECYCLING OR DISPOSAL CENTER THAT HANDLES THESE MATERIALS.
GROUND STABILIZATION SPECIFICATION
STABILIZE THE GROUND SUFFICIENTLY SO THAT RAIN WILL NOT DISLODGE THE SOIL. USE ONE OF
THE TECHNIQUES IN THE TABLE BELOW:
?::•:i�rr.,•���.k�R�'•�.I'PJHJ,��91!.1';€€€;'::•�:::
'.•:::•:.•:•:'�'•'':'� M1�%���� X�#4�#��:'ir:.•:�'•:•:r:'r::
:. rLryl;'fJh,;Wi GiAS}SL•:0 CCIVL-KLO W1I H
L N I OHASS 51:LU C(%%VLI;L•0'%'VILH.
S:IlAke. 0: 01 W_-R %!i,L..hlLSAND lAC.K'.F:LH.S
i SIxJ;L'L' OR L7ii e, roul-CiiL•S Al u 1ACAIF:L•RS
' + I iY 03C'S[ CU'•kL.
: + G{0 i Ex] I LE �AQRI ES SLrEk AS ICE KNIAN_ N r
+ RGI L_D C ROS-CJN CONTROL PRL7CJUCI'S WITH
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(JH wi 7 H&j I u-m5,0 H- ;r1Y 04ASS SL LD
• `rf DROSCC L);haG
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I • SHRUBS OR GI FT lik I'L'l `AANC• N I PLAN i INuS
rou_CH
CAL'[ kL 'l4'I [ li rovL cii
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+ 51 RL'ET;J kAL rv1E TH uS S�jF:-I JCS FONCR;-T;_' ,
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+ ROLL(.0 -WYACA, C0NrR0. P80Su05 w:ITri
................................
CiMASS �E'.E.D
_ ......... i
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. SELECT FLOCCULANTS THAT ARE APPROPRIATE FOR THE SOILS BEING EXPOSED DURING
CONSTRUCTION, SELECTING FROM THE NC DWR LIST OFAPPROVED PAMS/FLOCCULANTS.
2. APPLY FLOCCULANTS AT OR BEFORE THE INLETS TO EROSION AND SEDIMENT CONTROL
MEASURES.
3. APPLY FLOCCULANTS AT THE CONCENTRATIONS SPECIFIED IN THE NC DWR LIST OF
APPROVED PAMS/FLOCCULANTS AND IN ACCORDANCE WITH THE MANUFACTURER'S
INSTRUCTIONS.
4. PROVIDE PONDING AREA FOR CONTAINMENT OF TREATED STORMWATER BEFORE
DISCHARGING OFFSITE.
5. STORE FLOCCULANTS IN LEAK -PROOF CONTAINERS THAT ARE KEPT UNDER
STORM -RESISTANT COVER OR SURROUNDED BY SECONDARY CONTAINMENT STRUCTURES.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. NEVER BURY OR BURN WASTE. PLACE LITTER AND DEBRIS IN APPROVED
WASTE CONTAINERS.
2. PROVIDE A SUFFICIENT NUMBER AND SIZE OF WASTE CONTAINERS (E.G
DUMPSTER, TRASH RECEPTACLE) ON SITE TO CONTAIN CONSTRUCTION AND
DOMESTIC WASTES.
3. LOCATE WASTE CONTAINERS AT LEAST 50 FEET AWAY FROM STORM DRAIN
INLETS AND SURFACE WATERS UNLESS NO OTHER ALTERNATIVES ARE
REASONABLY AVAILABLE.
4. LOCATE WASTE CONTAINERS ON AREAS THAT DO NOT RECEIVE SUBSTANTIAL
AMOUNTS OF RUNOFF FROM UPLAND AREAS AND DOES NOT DRAIN DIRECTLY
TO A STORM DRAIN, STREAM OR WETLAND.
5. COVER WASTE CONTAINERS AT THE END OF EACH WORKDAY AND BEFORE
STORM EVENTS OR PROVIDE SECONDARY CONTAINMENT. REPAIR OR
REPLACE DAMAGED WASTE CONTAINERS.
6. ANCHOR ALL LIGHTWEIGHT ITEMS IN WASTE CONTAINERS DURING TIMES OF
HIGH WINDS.
7. EMPTY WASTE CONTAINERS AS NEEDED TO PREVENT OVERFLOW. CLEAN UP
IMMEDIATELY IF CONTAINERS OVERFLOW.
8. DISPOSE WASTE OFF -SITE AT AN APPROVED DISPOSAL FACILITY.
9. ON BUSINESS DAYS, CLEAN UP AND DISPOSE OF WASTE IN DESIGNATED
WASTE CONTAINERS.
PAINT AND OTHER LIQUID WASTE
1. DO NOT DUMP PAINT AND OTHER LIQUID WASTE INTO STORM DRAINS, STREAMS OR
WETLANDS.
2. LOCATE PAINT WASHOUTS AT LEAST 50 FEET AWAY FROM STORM DRAIN INLETS AND SURFACE
WATERS UNLESS NO OTHER ALTERNATIVES ARE REASONABLY AVAILABLE.
3. CONTAIN LIQUID WASTES IN A CONTROLLED AREA.
4. CONTAINMENT MUST BE LABELED, SIZED AND PLACED APPROPRIATELY FOR THE NEEDS OF
SITE.
5. PREVENT THE DISCHARGE OF SOAPS, SOLVENTS, DETERGENTS AND OTHER LIQUID WASTES
FROM CONSTRUCTION SITES.
PORTABLE TOILETS
1. INSTALL PORTABLE TOILETS ON LEVEL GROUND, AT LEAST 50 FEET AWAY FROM STORM
DRAINS, STREAMS OR WETLANDS UNLESS THERE IS NO ALTERNATIVE REASONABLY
AVAILABLE. IF 50 FOOT OFFSET IS NOT ATTAINABLE, PROVIDE RELOCATION OF PORTABLE
TOILET BEHIND SILT FENCE OR PLACE ON A GRAVEL PAD AND SURROUND WITH SAND BAGS.
2. PROVIDE STAKING OR ANCHORING OF PORTABLE TOILETS DURING PERIODS OF HIGH WINDS
OR IN HIGH FOOT TRAFFIC AREAS.
3. MONITOR PORTABLE TOILETS FOR LEAKING AND PROPERLY DISPOSE OF ANY LEAKED
MATERIAL. UTILIZE A LICENSED SANITARY WASTE HAULER TO REMOVE LEAKING PORTABLE
TOILETS AND REPLACE WITH PROPERLY OPERATING UNIT.
EARTHEN STOCKPILE MANAGEMENT
1. SHOW STOCKPILE LOCATIONS ON PLANS. LOCATE EARTHEN -MATERIAL STOCKPILE AREAS AT
LEAST 50 FEET AWAY FROM STORM DRAIN INLETS, SEDIMENT BASINS, PERIMETER SEDIMENT
CONTROLS AND SURFACE WATERS UNLESS IT CAN BE SHOWN NO OTHER ALTERNATIVES ARE
REASONABLY AVAILABLE.
2. PROTECT STOCKPILE WITH SILT FENCE INSTALLED ALONG TOE OF SLOPE WITH A MINIMUM
OFFSET OF FIVE FEET FROM THE TOE OF STOCKPILE.
3. PROVIDE STABLE STONE ACCESS POINT WHEN FEASIBLE.
4. STABILIZE STOCKPILE WITHIN THE TIMEFRAMES PROVIDED ON THIS SHEET AND IN
ACCORDANCE WITH THE APPROVED PLAN AND ANY ADDITIONAL REQUIREMENTS. SOIL
STABILIZATION IS DEFINED AS VEGETATIVE, PHYSICAL OR CHEMICAL COVERAGE TECHNIQUES
THAT WILL RESTRAIN ACCELERATED EROSION ON DISTURBED SOILS FOR TEMPORARY OR
PERMANENT CONTROL NEEDS.
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
101,
A HIGH MIN B SANDBAGS (TYP.)
COHESIVE & OR STAPLES
O O O LOW FILTRATION HIGH
SANDBAGS (TYP.) SOIL BERM 10 MIL COHESIVE &
O O OR STAPLES O O O O PLASTIC LINING LOW FILTRATION
10 MIL 11 SIDE SLOPE SOIL BERM
O 1:1 PLASTIC SANDBAGS(TYP.) O O (TYPO
SILT FENCE SIDE SLOPE LINING
OR STAPLES O O o z
O O f -
OMII
OO OO = L 0 0-L • Mz
o? x O O O SECTION B-B
A
-SANDBAGS (TYP.)
NOTES:
CLEARLY MARKED SIGNAGE
SECTION A -A
OR STAPLES
1. ACTUAL LOCATION DETERMINED IN FIELD
CONCRETE NOTING DEVICE (18"X24" MIN.)
WASHOUT
NOTES:
MARKED SIGNAGE
2, THE CONCRETE WASHOUT STRUCTURES
1. ACTUAL LOCATION DETERMINED IN FIELD
[p__,,,-CLEARLYNOTING DEVICE (18"X24" MIN.)
SHALL BE MAINTAINED WHEN THE LIQUID
AND/OR SOLID REACHES 75% OF THE
2. THE CONCRETE WASHOUT STRUCTURES SHALL BE
STRUCTURES CAPACITYTO PROVIDE
MAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES
ADEQUATE HOLDING CAPACITYWITH A
75%0F THE STRUCTURES CAPACITY.
MINIMUM 12 INCHES OF FREEBOARD.
PLAN
3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE
PLAN
3.CONCRETE WASHOUT STRUCTURE NEEDS
I
CLEARY MARKED WITH SIGNAGE NOTING DEVICE.
TO BE CLEARY MARKED WITH SIGNAGE
NOTING DEVICE.
BELOW GRADE WASHOUT STRUCTURE
NOT TO SCALE
ABOVE GRADE WASHOUT STRUCTURE
NOT TO SCALE
CONCRETE WASHOUTS
1. DO NOT DISCHARGE CONCRETE OR CEMENT SLURRY FROM THE SITE.
2. DISPOSE OF, OR RECYCLE SETTLED, HARDENED CONCRETE RESIDUE IN ACCORDANCE WITH
LOCAL AND STATE SOLID WASTE REGULATIONS AND AT AN APPROVED FACILITY.
3. MANAGE WASHOUT FROM MORTAR MIXERS IN ACCORDANCE WITH THE ABOVE ITEM AND IN
ADDITION PLACE THE MIXER AND ASSOCIATED MATERIALS ON IMPERVIOUS BARRIER AND
WITHIN LOT PERIMETER SILT FENCE.
4. INSTALL TEMPORARY CONCRETE WASHOUTS PER LOCAL REQUIREMENTS, WHERE
APPLICABLE. IF AN ALTERNATE METHOD OR PRODUCT IS TO BE USED, CONTACT YOUR
APPROVAL AUTHORITY FOR REVIEW AND APPROVAL. IF LOCAL STANDARD DETAILS ARE NOT
AVAILABLE, USE ONE OF THE TWO TYPES OF TEMPORARY CONCRETE WASHOUTS PROVIDED
ON THIS DETAIL.
5. DO NOT USE CONCRETE WASHOUTS FOR DEWATERING OR STORING DEFECTIVE CURB OR
SIDEWALK SECTIONS. STORMWATER ACCUMULATED WITHIN THE WASHOUT MAY NOT BE
PUMPED INTO OR DISCHARGED TO THE STORM DRAIN SYSTEM OR RECEIVING SURFACE
WATERS. LIQUID WASTE MUST BE PUMPED OUT AND REMOVED FROM PROJECT.
6. LOCATE WASHOUTS AT LEAST 50 FEET FROM STORM DRAIN INLETS AND SURFACE WATERS
UNLESS IT CAN BE SHOWN THAT NO OTHER ALTERNATIVES ARE REASONABLY AVAILABLE. AT
A MINIMUM, INSTALL PROTECTION OF STORM DRAIN INLET(S) CLOSEST TO THE WASHOUT
WHICH COULD RECEIVE SPILLS OR OVERFLOW.
7. LOCATE WASHOUTS IN AN EASILY ACCESSIBLE AREA, ON LEVEL GROUND AND INSTALL A
STONE ENTRANCE PAD IN FRONT OF THE WASHOUT. ADDITIONAL CONTROLS MAY BE
REQUIRED BY THE APPROVING AUTHORITY.
8. INSTALL AT LEAST ONE SIGN DIRECTING CONCRETE TRUCKS TO THE WASHOUT WITHIN THE
PROJECT LIMITS. POST SIGNAGE ON THE WASHOUT ITSELF TO IDENTIFY THIS LOCATION.
9. REMOVE LEAVINGS FROM THE WASHOUT WHEN AT APPROXIMATELY 75% CAPACITY TO LIMIT
OVERFLOW EVENTS. REPLACE THE TARP, SAND BAGS OR OTHER TEMPORARY STRUCTURAL
COMPONENTS WHEN NO LONGER FUNCTIONAL. WHEN UTILIZING ALTERNATIVE OR
PROPRIETARY PRODUCTS, FOLLOW MANUFACTURER'S INSTRUCTIONS.
10. AT THE COMPLETION OF THE CONCRETE WORK, REMOVE REMAINING LEAVINGS AND DISPOSE
OF IN AN APPROVED DISPOSAL FACILITY. FILL PIT, IF APPLICABLE, AND STABILIZE ANY
DISTURBANCE CAUSED BY REMOVAL OF WASHOUT.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. STORE AND APPLY HERBICIDES, PESTICIDES AND RODENTICIDES IN ACCORDANCE WITH
LABEL RESTRICTIONS.
2. STORE HERBICIDES, PESTICIDES AND RODENTICIDES IN THEIR ORIGINAL CONTAINERS WITH
THE LABEL, WHICH LISTS DIRECTIONS FOR USE, INGREDIENTS AND FIRST AID STEPS IN CASE
OF ACCIDENTAL POISONING.
3. DO NOT STORE HERBICIDES, PESTICIDES AND RODENTICIDES IN AREAS WHERE FLOODING IS
POSSIBLE OR WHERE THEY MAY SPILL OR LEAK INTO WELLS, STORMWATER DRAINS, GROUND
WATER OR SURFACE WATER. IF A SPILL OCCURS, CLEAN AREA IMMEDIATELY.
4. DO NOT STOCKPILE THESE MATERIALS ONSITE.
HAZARDOUS AND TOXIC WASTE
1. CREATE DESIGNATED HAZARDOUS WASTE COLLECTION AREAS ON -SITE.
2. PLACE HAZARDOUS WASTE CONTAINERS UNDERCOVER OR IN SECONDARY CONTAINMENT.
3. DO NOT STORE HAZARDOUS CHEMICALS, DRUMS OR BAGGED MATERIALS DIRECTLY ON THE
GROUND.
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
SELF -INSPECTIONS ARE REQUIRED DURING NORMAL BUSINESS HOURS IN ACCORDANCE WITH THE
TABLE BELOW. WHEN ADVERSE WEATHER OR SITE CONDITIONS WOULD CAUSE THE SAFETY OF THE
INSPECTION PERSONNEL TO BE IN JEOPARDY, THE INSPECTION MAY BE DELAYED UNTIL THE NEXT
BUSINESS DAY ON WHICH IT IS SAFE TO PERFORM THE INSPECTION. IN ADDITION, WHEN A STORM
EVENT OF EQUAL TO OR GREATER THAN 1.0 INCH OCCURS OUTSIDE OF NORMAL BUSINESS HOURS, THE
SELF -INSPECTION SHALL BE PERFORMED UPON THE COMMENCEMENT OF THE NEXT BUSINESS DAY.
ANY TIME WHEN INSPECTIONS WERE DELAYED SHALL BE NOTED IN THE INSPECTION RECORD.
-
I f REi1i_rf NIGY
------------- ------ -------•-----
INSPECT
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CiFTE Rl`-1i.'t+F IF A $ITE INSPECT ION � S NE EDF i}i ! y!�
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E RGOL?r?F1FD AS '7GR±7- THU PCRMITTCL= PJAlf USL>
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CC.N.�dOL i;al utd= i ELf LS.
NOTE: THE RAIN INSPECTION RESETS THE REQUIRED 7 CALENDAR DAY INSPECTION REQUIREMENT.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC PLAN DOCUMENTATION
THE APPROVED E&SC PLAN AS WELL AS ANY APPROVED DEVIATION SHALL BE KEPT ON THE SITE. THE
APPROVED E&SC PLAN MUST BE KEPT UP-TO-DATE THROUGHOUT THE COVERAGE UNDER THIS PERMIT. THE
FOLLOWING ITEMS PERTAINING TO THE E&SC PLAN SHALL BE DOCUMENTED IN THE MANNER DESCRIBED:
UEPATO DOCDA61ENT
----......-- - - ........ -----...__.-----
(A5 VAC I'R.VL N1�.A3URl� .iAS :PiF.FN
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S,rtCVIk ON TW APPACM7.0 E&SC PLAN.
------------- - ------------- - -------------- ..__--------
hNJ A PHASE OF GRADIN HAS BEEN
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2. ADDITIONAL DOCUMENTATION
IN ADDITION TO THE E&SC PLAN DOCUMENTS ABOVE, THE FOLLOWING ITEMS SHALL BE KEPT ON THE SITE
AND AVAILABLE FOR AGENCY INSPECTORS AT ALL TIMES DURING NORMAL BUSINESS HOURS, UNLESS THE
DIVISION PROVIDES A SITE -SPECIFIC EXEMPTION BASED ON UNIQUE SITE CONDITIONS THAT MAKE THIS
REQUIREMENT NOT PRACTICAL:
(a) THIS GENERAL PERMIT AS WELL AS THE CERTIFICATE OF COVERAGE, AFTER IT IS RECEIVED.
(b) RECORDS OF INSPECTIONS MADE DURING THE PREVIOUS 30 DAYS. THE PERMITTEE SHALL RECORD THE
REQUIRED OBSERVATIONS ON THE INSPECTION RECORD FORM PROVIDED BY THE DIVISION OR A SIMILAR
INSPECTION FORM THAT INCLUDES ALL THE REQUIRED ELEMENTS. USE OF ELECTRONICALLY -AVAILABLE
RECORDS IN LIEU OF THE REQUIRED PAPER COPIES WILL BE ALLOWED IF SHOWN TO PROVIDE EQUAL
ACCESS AND UTILITY AS THE HARD -COPY RECORDS.
(c) ALL DATA USED TO COMPLETE THE NOTICE OF INTENT AND OLDER INSPECTION RECORDS SHALL BE
MAINTAINED FOR A PERIOD OF THREE YEARS AFTER PROJECT COMPLETION AND MADE AVAILABLE UPON
REQUEST. [40 CFR 122.41]
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. OCCURRENCES THAT MUST BE REPORTED
PERMITTEES SHALL REPORT THE FOLLOWING OCCURRENCES:
(a) VISIBLE SEDIMENT DEPOSITION IN A STREAM OR WETLAND.
(b) OIL SPILLS IF:
• THEY ARE 25 GALLONS OR MORE,
• THEY ARE LESS THAN 25 GALLONS BUT CANNOT BE CLEANED UP WITHIN 24 HOURS,
• THEY CAUSE SHEEN ON SURFACE WATERS (REGARDLESS OF VOLUME), OR
• THEY ARE WITHIN 100 FEET OF SURFACE WATERS (REGARDLESS OF VOLUME).
(a) RELEASES OF HAZARDOUS SUBSTANCES IN EXCESS OF REPORTABLE QUANTITIES UNDER SECTION 311 OF
THE CLEAN WATER ACT (REF: 40 CFR 110.3 AND 40 CFR 117.3) OR SECTION 102 OF CERCLA (REF: 40 CFR
302.4) OR G.S. 143-215.85.
(b) ANTICIPATED BYPASSES AND UNANTICIPATED BYPASSES.
(c) NONCOMPLIANCE WITH THE CONDITIONS OF THIS PERMIT THAT MAY ENDANGER HEALTH OR THE
ENVIRONMENT.
2. REPORTING TIMEFRAMES AND OTHER REQUIREMENTS
AFTER A PERMITTEE BECOMES AWARE OF AN OCCURRENCE THAT MUST BE REPORTED, HE SHALL CONTACT
THE APPROPRIATE DIVISION REGIONAL OFFICE WITHIN THE TIMEFRAMES AND IN ACCORDANCE WITH THE
OTHER REQUIREMENTS LISTED BELOW. OCCURRENCES OUTSIDE NORMAL BUSINESS HOURS MAY ALSO BE
REPORTED TO THE DIVISION'S EMERGENCY RESPONSE PERSONNEL AT [phone], [phone] OR (919)
733-3300.
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NCGO1 SELF -INSPECTION, RECORDKEEPING AND R
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED * DO NOT SCALE THIS DRAWING * USE DIMENSIONS ONLY
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE CONSIDERED CONFIDENTIAL (OM-1095) * DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE * TO INSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO. MANAGEMENT (RIM) POLICY 1001
PROFESSIONALENG/ARCH STAMP
NO.1
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
I DESCRIPTION
APPROVALS
- pittt
� rAlm%atural as
COPYRIGHT 2018
LINE 5 EXPOSED MAIN RE M E D IATI 0 N PROJECT
EROSION &SEDIMENT CONTROL NOTES
JOHNSTON COUNTY, NORTH CAROLINA
GOLDSBORO, NC
A
06/29/2020
ISSUED FOR 30%
WDM
JG
TO
AREA CODE
DATE
-
INITIALS
N/'4
REGIONAL
ENGINEER
B
08/13/2020
ISSUED FOR 60% REVIEW
NICK
JG
TO
ACCOUNT NUMBER
C
09/14/2020
ISSUED FOR 90% REVIEW
IMM
JG
TO
PROJECT NUMBER
231794
DATE
-
INITIALS
N/A
MGR TECH
REC &STD
DRAWING BY
WDM
STATION ID
DATE
-
INITIALS
N/A
PRINCIPAL
ENGINEER
ICHECKER INITIALS
JG
EPORTING
REF. DWG S)
PN G-005-0001022
SHEET(S) 12 OF 17 DWG SCALE NONE
DWG DATE 06/24/2020 SUPERSEDED
DRAWING NUMBER REVISION
P N G C-005-0001034 C
CIVIL / GOLDSBORO / LINE 005