20210260 Ver 1_ePCN Application_20210205

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]: PNG - Line 2 Segment 2 Issue 3 - In -Line Inspection Retrofit Project
2. Work Type: ❑Private ❑Institutional ❑Government ❑ Commercial
3. Project Description / Purpose [PCN Form 133d and 133e]:
PNG determined that an existing fitting within the steel gas main was impacting their ability to perform ILI tool inspections for the
pipeline specifically at the Line 2 Segment 3 Issue 3 site. The project will consist of removing the wall thickness transition piece and
replacing it with a new one that conforms with current PNG standards. An outage of the pipeline to perform the work will not be
feasible due to the current gas flow demands. Therefore, a stopple system with a bypass will be installed around the faulty fitting to
allow for continued gas flow during replacement. Stopple fittings will be installed on the pipeline approximately 10-feet in either 0
4. Property Owner / Applicant [PCN Form A3 or A41: PNG utility easements (POC Elizabeth Lemons Eliza
5. Agent / Consultant [PNC Form A5 — or ORM Consultant ID Number]:
Eric Mularski HDR Engineering, Inc. 440 S. Church Street, Suite 900 Charlotte, NC 28202 eric.muw
6. Related Action ID Number(s) [PCN Form 135b]: Not applicable
7. Project Location —Coordinates, Street Address, and/or Location Description [PCN Form Blb]:
Temporary wetlands impacts will occur at the Segment 2 Issue 3 site. 34.500134°-78.632389° : The
Project is located in an existing PNG right of way on Burney Ford Road (SR 1760) in Clarkton, North 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]: Bladen
10. Project Location — Nearest Municipality or Town [PCN Form A2c]: Clarkton
11. Project Information — Nearest Waterbody [PCN Form 132a]: Brown Marsh Swamp
12. Watershed / 8-Digit Hydrologic Unit Code [PCN Form 132c]: HUC- 03040206 (Lumber)
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

DWR
Division of Water Resources
Pre -Construction Notification (PCN) Form
October 26, 2020 Ver 3.3
Initial Review
Has this project met the requirements for acceptance in to the review process?*
r Yes
r No
Is this project a public transportation project?*
C Yes IT No
Change only if needed.
BIMS # Assigned * Version#*
20210260 1
Is a payment required for this project?*
r No payment required
r Fee received Reviewing Office*
r Fee needed - send electronic notification Fayetteville Regional Office - [phone]
Select Project Reviewer*
Chad Turlington:eads\ccturlington
Information for Initial Review
1a. Name of project:
COURTESY COPY PING - Line 2 Segment 2 Issue 3 - In -Line Inspection Retrofit Project
1a. Who is the Primary Contact?*
Eric Mularski
1b. Primary Contact Email:* 1c. Primary Contact Phone:*
[e-mail] [phone]
Date Submitted
2/5/2021
Nearest Body of Water
Brown Marsh Swamp
Basin
Lumber
Water Classification
Class C; SW
Site Coordinates
Latitude: Longitude:
35.303863-78.335824
Pre -Filing Meeting Information
ID# Version
Pre -fling Meeting or Request Date*
2/12/2021
Attach documentation of Pre -Filing Meeting Request here:*
DWR Pre -Filing Meeting Request Form.pdf
55.87KB
A. Processing Information C^U
County (or Counties) where the project is located:
Bladen

Is this a NCDMS Project
r Yes r No
Is this project a public transportation project?*
r Yes r No
la. Type(s) of approval sought from the Corps:
* Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
r Yes
r No
1b. What type(s) of permit(s) do you wish to seek authorization?
W Nationwide Permit (NWP)
r Regional General Permit (RGP)
r Standard (IP)
1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number: 12 - Utility Lines
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - Regular
r Non-404 Jurisdictional General Permit
r Individual Permit
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR401 Certification:
For the record only for Corps Permit:
r 401 Water Quality Certification - E)press
r Riparian Buffer Authorization
1f. Is this an after -the -fact permit application?*
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
Acceptance Letter Attachment
1h. Is the project located in any of NC's twenty coastal counties?
r Yes r No
1j. Is the project located in a designated trout watershed?
r Yes r No
B. Applicant Information
1d. Who is applying for the permit?
r Owner W Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
Tyrone Ray Cobb
2b. Deed book and page no.:
Deed Book: 0726 Deed Page: 0943
2c. Responsible party:
Piedmont Natural Gas
2d.Address
*
r Yes r No
r Yes r No

Street Address
4720 Piedmont Row Drive
Address Line 2
City
Charlotte
Postal / Zip Code
28210
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
3. Applicant Information (if different from owner)
3a. Name:
Elizabeth Lemons
3b. Business Name:
Piedmont Natural Gas
3c.Address
Street Address
4720 Piedmont Row Drive
Address Line 2
City
Charlotte
Postal / Zip Code
28210
3d. Telephone Number:
[phone]
3f. Email Address:*
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Eric Mularski
4b. Business Name:
HDR Engineering, Inc.
4c.Address
Street Address
440 S. Church Street, Suite 900
Address Line 2
City
Charlotte
Postal / Zip Code
28202
4d. Telephone Number
[phone]
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
002_PNG_Li ne2Seg me nt2_Age ntAuthorization. pdf
C. Project Information and Prior Project History
1. Project Information
1b. Subdivision name:
(i appropriate)
1c. Nearest municipality/ town:
Clarkson
2. Project Identification
State / Ravine / Rion
NC
Country
USA
2f. Fax Number:
Slate / province / Region
NC
Country
USA
3e. Fax Number:
State / Rmince / Region
NC
Country
USA
4e. Fax Number:
62.71 KB

2a. Property Identification Number:
121700037952
2b. Property size:
4.2
2c. Project Address
Street Address
1727-1221 Burney Ford Road
Address Line 2
aty
Clarkson
Postal / Zip Code
28433
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Brown Marsh Swamp
3b. Water Resources Classification of nearest receiving water:*
Class C; SW
3c. What river basin(s) is your project located in?*
Lumber
3d. Please provide the 12-digit HUC in which the project is located.
030402060102 (Brown Marsh Swamp)
4. Project Description and History
State / Province / legion
NC
Country
USACE
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 Line 2 Segment 2 Issue 3 proposed project area is primarily located within an existing Piedmont Natural Gas (PNG) right of way easement. HDR's biologist conducted an
environmental survey in October 2020 and determined that the proposed project area is located almost entirely within an expansive emergent wetlands system which is connected
Brown Marsh Swamp. Wetlands were flagged and delineated in the field. Land use in the vicinity of the proposed Project consists of rural residential, agricultural areas, and
undeveloped forested lands.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r Yes r No r Unknown
4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
02_Line2_USGS.pdf
663.09KB
4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
010_NRCS_bladenmap14_1983.pdf 9.66MB
4f. List the total estimated acreage of all existing wetlands on the property:
4.1
4g. List the total estimated linear feet of all existing streams on the property:
200
4h. Explain the purpose of the proposed project:*
PNG proposes to retrofit Line 2 to be efficiently assessed through In -Line Inspection (ILI). ILI assessment of transmission pipeline assets is part of Piedmont Natural Gas's Transmission
Integrity Management Program standards and practices.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
PNG determined that an existing fitting was impacting their ability to perform ILI tool inspections for the pipeline specifically at the Line 2 Segment 2 Issue 3 site. The project will consist
of removing the wall thickness transition piece and replacing it with a newone that conforms with current PNG standards. An outage of the pipeline to perform the work will not be
feasible due to the current gas flow demands. Therefore, a stopple system with a bypass will be installed around the faulty fitting to allowfor continued gas flowduring replacement.
Stopple fittings will be installed on the pipeline approximately 10-feet in either direction. Access to the site will require temporary driveways, a turnaround, and matting which will result in
unavoidable impacts to a jurisdictional wetland features. Standard construction equipment including backhoes, excavators, and dump trucks will be used. Construction is estimated to
take approximately 2 to 3 weeks. See the Project Narrative and Notes on the attached plans for further details.
4j. Please upload project drawings for the proposed project.
07_Line2_lmpacts.pdf 666.03KB
08_PlanSet_Reduced.pdf 9.46MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the propertyor proposed impact areas?*
r Yes r No r Unknown
Comments:

On October 15, 2020, HDR biologists surveyed the Study Area for the presence of wetlands and
jurisdictional waters of the U.S. regulated under Section 404 of the Clean Water Act. The
assessment of the Study Area was conducted according to the methodologies and guidance
described in the U.S. Army Corps of Engineers (USAGE) 1987 Wetland Delineation Manual Post-
Rapanos Guidance (USACE 1987), the USACE Atlantic and Gulf Coastal Plain Regional Supplement
(USACE 2010), 2020 Navigable Waters Protection Rule, and the North Carolina Division of Water
Quality (NCDWQ) Methodology for Identification of Intermittent and Perennial Streams and Their
Origins (NCDWQ 2010). Jurisdictional resources were delineated (flagged in the field) and mapped
using a Trimble® Geo7X GPS handheld unit capable of sub -meter accuracy. GPS points were post -
processed utilizing Trimble® GPS Pathfinder Office software. HDR identified one appropmate 0.42
acre emergent wetland with the Line 2 Segment 2 Issue 3 proposed limits of disturbance. See
attached Delineated Waters of the United States figure.
5b. If the Corps made a jurisdictional determination, what type of determination was made?
r Preliminary r Approved r Not Verified r Unknown r N/A
Corps AID Number:
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Johanna Velasquez
Agency/Consultant Company: HDR Engineering, Inc.
Other:
5d1. Jurisdictional determination upload
06_Line2_WOUS.pdf
DP3_W2.pdf
DP4-UPL(W2).pdf
PNG_Line_2Segment2_Photographs. pdf
6. Future Project Plans
6a. Is this a phased project?*
r Yes r No
654.89KB
80.23KB
76.74KB
820.79KB
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
W Wetlands r Streams -tributaries r Buffers
F Open Waters r Pond Construction
2. Wetland Impacts
2a1 Reason (?)
2b. Impact type*(?)
2c. Type of W.
2d. W. name *
2e. Forested*
2C Type of
2g. Impact
Jurisdicition*(?)
area*
W1
Fill (Temporary
T
Unknown
Wetland 1
Driveway)
��B.th
]0.024
(acres)
W2
Fill (Temporary
T
Unknown
Wetland 1
No
Both
0.226
Driveway and
(acres)
Equipment Turnaround)
t
Fill (Temporary Matting)
T
Unknown
Wetland 1
Both
0.100
(acres)
2g. Total Temporary Wetland Impact
0.350
2g. Total Wetland Impact
0.350
2h. Comments:
2g. Total Permanent Wetland Impact
0.000
The proposed project will not result in a net loss of wetlands as no permanent fill impacts are proposed. Up to 0.100 acre of temporary timber matting
will be installed within the proposed limits of disturbance as needed to avoid rutting from heavy equipment.
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 proposed Project's limits of disturbance. The site visit revealed a
large emergent wetland system which encompassed almost the entire site. The construction driveway and turn around will result in unavoidable
impacts to wetlands. A culvert will be place beneath the temporary access road to maintain surface water flows. Temporary matting will be installed as
need to avoid rutting in wetlands. The proposed construction access areas and matting are temporary and will be removed in less than 90 days. A
wetland restoration plan is included on the project plans.
An Erosion and Sediment Control plan was developed to project adjacent surface waters from sediment runoff during construction.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
• Local weather conditions will be monitored, to the extent possible, to avoid high flow events during and immediately following construction.
• Temporary timber matting will be installed in wetlands for construction access minimize disturbance to existing wetlands.
Proposed driveways and turnaround will be temporary and will not exceed 90 days.
• ApproArnately 100 cubic yards of excavated wetland soils will be stockpiled on temporary gravel access road/turnaround or temporary matting since
the entire site primarily consists of emergent wetlands. Stockpiled soils will be used during post -construction wetland restoration activities.
• Wetland restoration activities will consist of replacing stockpiled wetland soils, re -grading impacted areas to original pre -construction contours, and
re -seeding disturbed areas with a native wetland seed mix The restoration area will remain undisturbed to allow the wetland system to reforest
naturally, 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?
r Yes r No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
Temporary wetland impacts will not result in a loss of impacts. 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.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
r Yes f• No
If no, explain why:
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
r Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
r Yes r No
Comments:
G. Supplementary Information
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
r Yes r No
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)? *
r Yes r No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
r Yes r No
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?*
r Yes r Nor 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?*
r Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes r No
5c. If yes, indicate the USFWS Field Office you have contacted.
Raleigh
5d. Is another Federal agency involved?*
r Yes r No r Unknown
5e. Is this a DOT project located within Division's 1-8?
r Yes r No
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
r Yes r No
5g. Does this project involve bridge maintenance or removal?
r Yes r No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
r' Yes r No
5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
r Yes r No
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 Explorer database to
evaluate protected species distribution and proximity to the proposed Project was conducted (see attached Project Report [NCNHDE-132291). The
USFWS's database revealed that there is no active critical habitat for federally protected species within the proposed Project area.
On October 15, 2020, HDR's biologist conducted an onsite survey for protected species and habitats within the proposed Project area. Suitable
habitat for wood stork (Mycteria americana) and American alligator (Alligator mississippiensis) exists within the Project area, however, no individual
species or wood stork nest were identified.
Consultation Documentation Upload
PNG_Line_2_USFWS_Letter_2020205_ReducedFileSize.pdf 2.07MB
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
r Yes r No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
https://wm.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 historic or cultural preservation status?*
r' Yes r No
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 October 15, 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. Archaeological
data are not included as part of the NCSHPO GIS services and, therefore, were not assessed as part of this study
Correspondence was received by the NCSHPO on January 27, 2021 confirming that they are not aware of any historic resources which would be
affected by the proposed Project.
7c. Historic or Prehistoric Information Upload
SHPO_Concurrence_ER-21-0137.pdf 149.85KB
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
r Yes r No
8b. If yes, explain how project meets FEMA requirements:

The proposed activities that are located within the existing floodplain are temporary and will not result in a rise in the existing designated floodplain
elevation.
8c. What source(s) did you use to make the floodplain determination?*
FEMA map number 3720120600J (effective 1/5/2007)
Miscellaneous
Comments
Miscellaneous attachments not previously requested.
001_PNG_Line2Segment2_PreliminaryORM_20210126.pdf
01 _Line2_V cinity.pdf
03_Line2_Aerial.pdf
04_Line2_NWl.pdf
05_Line2_Flood.pdf
Bladen County Tax Record Application - Parcel Ref No - 0025325.pdf
FIRMETTE_f6aebb34-7579-4009-a8a9-a38c35445b4f.pdf
Signature
*
FJ By checking the box and signing below, I certify that:
43.33KB
426.46KB
631.08KB
979.82KB
596.26KB
375.22KB
729.49KB
• The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief; and
• The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time.
I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• I intend to electronically sign and submit the PCN form.
Full Name:
[e-mail]
Signature
Date
2/5/2021

AGENT AUTHORIZATION FORM
I, Elizabeth Lemons, 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 associated with the
Line 2 Segment 2, Issue 3 - In -Line Inspection Retrofit Project located in Bladen County,
North Carolina.
We hereby certify that the information submitted in this application is true and accurate to
the best of our knowledge.
Elizabeth Lemons
Applicant's Name
Applicant's Signature
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
2/5/2021
Date

IiFPAWIYAil
Bladen County Tax Record Application - Parcel Ref No - 0025325
. • County
TAX AD MINISTPAT IDN RECORD SEARCH
Prnnartu Ownar Ownpr'c Mailinn Address Prnnarty I n—tion Address
COBB TYRONE RAY PO BOX 1810 BURNEY FORD RD
ANGIER, NC 27501-1810
Adn irative D.
Administrative Data
ValUauVIll wormation
Parcel ID No.
0025325
Legal Desc #1
121700037952
GPIN
1217-00-03-7952
Legal Desc #2
Market Value $ 16,550
Legal Desc #3
RD 1760
Owner ID
2503142
Deed Year Bk/Pg
2008 - 0726 / 0943
Market Value - Land and all permanent improvements, if any,
Plat Bk/Pg
/
effective January 1, 2009, date of County's most recent
Tax District
127 - CLARKTON FD
General Reappraisal
Sales Information
Land Use Code
00
Assessed Value $ 16,550
Grantor
Land Use Desc
00
Sold Date
0--0
If Assessed Value not equal Market Value then subject parcel
Neighborhood
25002
designated as a special class -agricultural, horticultural, or
Sold Amount $
0
forestland and thereby eligible for taxation on basis of Present -
Use.
Improvement Detail
(1st Major Improvement on Subject Parcel)
Year Built
Built Use/Style
Current Use
Grade
* Percent Complete
Heated Area (S/F)
Fireplace (Y/N)
Basement (Y/N)
** Bedroom(s)
** Bathroom(s)
*** Multiple Improvements
0
0
0
N
N
0
0 Full Bath(s) 0 Half Bath(s)
000
* Note - As of January 1
* * Note - Bathroom(s), Bedroom(s), shown for description only
* * * Note - If multiple improvements equal 'MLT" then parcel includes additional major improvements
Sales History
3 Previous Sales Found for Parcel number 0025325
Record Num Sales Year
Name
Book/Page
Sale Price
1 2009
COBB TYRONE RAY
0726 / 0943
$8,500.00
2 2009
COBB TYRONE RAY
0686 / 0522
$15,500.00
3 2008
COBB TYRONE RAY
/
$0.00
bladen.ustaxdata.com/print.cfm?ownerlD=2503142&parcelI D=0025325 1 /2

Bladen County Tax Record Application - Parcel Ref No - 0025325
Building Sketch
Land Supplemental
Deeded Acres 73.57
Tax District Note 127 - CLARKTON FD
Present -Use Info 00
Improvement Valuation (1st Major Improvement on Subject Parcel)
* Improvement Market Value $ Improvement Assessed Value $
0 0
* Note - Market Value effective Date equal January 1, 2015, date of County's most recent General Reappraisal
** Note - If Assessed Value not equal Market Value then variance resulting from formal appeal procedure
Land Vallin r'-fnil /Gff—tive Date January 1 9niG an+o ^f rr^ii^ty's most recent General Reappraisal)
Land Full Value (LFV) $ Land Present -Use Value (PUV) $ " Land Total Assessed Value $
165553 165553 165550
** Note: If PUV equal LMV then parcel has not qualified for present use program
blade n. ustaxdata.co m/pri nt. cfm?owne rl D=2503142& pa rce I I D=0025325 2/2

1/21/2021
ConnectGIS Feature Report
&CONNECTGISFr Bladen2
' ,4 k rx Printed January21,2021
WEB H�4TING']. I`�j
Parcels
V
I : 303 Feet
Major Roads
Centerlines
Hydrography
2ft LIDAR Contours
Municipal Limits
County Boundary
0
Surrounding Counties
https://bladen2.connectgis.com/DownloadFile.ashx?i=_ags_map38l b46dOfba845bO9cbd59432cd2bdl dx.htm&t=print 1 /1

e
Ae
0
I�
rn
CL q-P
Wardk
11 ,0 Shaw Hd
c
.17ft 'n
..;�q
A
tmborr.Rtd
4?
3
5 x Project Area = 049 acres
LLJ
Latitude- 34.4999740 J''
Longitude:-78.6323560
i 8z-
e clarkton
m
co
c,
�5
dye
4
E'I iQly 5wcifnp
Mo P
LEGEND
Project Area
DATA SOURCE: ESRI World Topographic Basemap
0 Miles 0.5
raj
IY
}
1
Bladen Cou
r
�
Study Area
u�w,ri-�tixsrss
PNG - LINE 2 SEGMENT 2 ISSUE 3 - IN -LINE INSPECTION RETROFIT PROJECT
rollPiedmont
Natural Gas
PROJECT VICINITY
Energy that shows.°
FIGURE 1
PAIN: %%CLTSMAIN%GIS_DATA%GIS%PROJECTS%154994_PIEDMONTNATURALGASAD2499]4_LINE2_ILII].2_WIP%MAP_D0CS%MXD%PCN191_LINE2_VICINIY.MXD
- USER: EMULARSK - DAM :112612021
SECTION 404 NATIONWIDE PERMIT

- _ __ Siv�nerrh T 4
ti I �f LEGEND
07
Project Area
T� 1 Topographic Quadrangles
' 113E
DATA SOURCE: USGS Topo Quadrangles: Abbottsburg,
^� • - — - NC (1987) and Clarkton, NC (1987)
0 Feet 2,000
I �L DA171g� "
INN
a �•� fi Project Area = 049 acres I I
Latitude- 34.4999740
- {iarlmpa Ch+ Longitude:-78.6323560 =_+
,
Av
i J
N r f
4e
- r —
it
f �► �k,
_
PNG - LINE 2 SEGMENT 2 ISSUE 3 - IN -LINE INSPECTION RETROFIT PROJECT
rollPiedmont
Natural Gas USGS TOPOGRAPHIC QUADRANGLES
Energy that shows° FIGURE 2
PATH:IICLTSMAINIGIS_DATAIGISIPROJECTSI164994_PIEDMONTNANRALGAS110249974_LINE2_ILI17.2_WIPIMAP_DOCSIMXDIPCN102_LINE2_USGS.MXD - USER: EMULARSK - DATE: 112612021 SECTION 404 NATIONWIDE PERMIT

•4frt .. '. IF 1'. kk•r .—%• r•+ F rt+:'-•�'�in �ir7
I.,a F: 4 LEGEND
I ' ! {xVL
5I rt ' # 4 y' ` 1 k Project Area
t Bladen County Parcels
L - DATA SOURCE: Bladen County Parcel Data (12/25/2020)
+} v { x and NCOne Map Aerial Imagery (2019)
16
A.�
yy f
• M1� � - .�1. .l-i• w. ., .- ti F '. � 0 Feet 100
_ * 121700037952 F*_+A
y' f+ Lo r k L I{ irk
11 �vvT__ i
+r F �y� ti} ' !#� .r�hi} '1
t *.F r, - * T -ems 4 • �i�: ._,w. r *'
IT
IL r
+ - .""K' `1" +. 121700037952
° Y + ' y +f•G+ ~1- T .� - a ''� to 1 r
4� - _ t _ • 5t h
tr" -
t 16
.; i } `s..+= 5''} _ .'�
�.f�' r M
/ 5F` 'fi .rr� t� �i; - •4 ram` 4 4 �� _, -
44
�
{;
+� + 1700526399 t �,
1VIL
20700818212
s �+ � ti Y1f• � 4 ti
PNG - LINE 2 SEGMENT 2 ISSUE 3 - IN -LINE INSPECTION RETROFIT PROJECT
rollPiedmont
Natural Gas PROJECT AERIAL
Energy that shows.° FIGURE 3
PAIN: IICLTSMAINIGIS_DATAIGISIPRGJECTSlIM994_PIEDMGNTNATURALGASAD2499]4_LINE2_I1II].2_WIPIMAP_D0CSIMXDIPCN192 LINE2_AERIAL.MXD - USER: EMULARSK - DATE: 112612021 SECTION 404 NATIONWIDE PERMIT

�14
F)j roll Piedmont
Natural Gas
Energy that shows°
PAIN:IICLTSMAINIGIS_DATAIGISIPROJECTS1154994_PIEOMONTNATURALGAS1102499]4_LINE2_I LII7.2_WIPIMAP__DOCSIMXDIPCN104_LINE2_NWI.MXD - USER: EMULARSK - DAM 112612021
PNG - LINE 2 SEGMENT 2 ISSUE 3 - IN -LINE INSPECTION RETROFIT PROJECT
DESKTOP SURFACE WATER RESOURCES
FIGURE 4
SECTION 404 NATIONWIDE PERMIT

�.Y'.��'� .�'1�� .r r; � i 1' i '. +. 'ram i t�• }'� x � { �h' y�L_ tg5 r•s �•ti 4 ,T• _
LEGEND
P'' •�'*'� .r• �� Jti+ '� '� h � � I ��� I �• r rS ' wy ;�t.i
Project Area
3..
,
7.
L 5y FEMA FIRM Panel
*kT,n fi y 5 FEMA 100-Year Flood
Zone
•i,.�.k .;t 4� :'S 2-Ft Topographic
' **�4 , .w _ ��; .. ` Contour
f �f+ y, +. '+, �' ;l!`r 4' Lr�' O 0 DATA SOURCE: FEMA National Flood Hazard Layer
'Y (NFHL), NC One Aerial Imagery (2019)
0 Feet 100
�+ � ; �"y t "�+� *�•*,�tirS ''h.-�'.,',1;, j-^ ' �s'�,kFrt�' ,'�A4r" * � *1` ws4'ti
qw
fy 3
_ r
.yikw �". .,j,l s. �y - . i J• F �+- rr-# =y:;" y�.:�,... ,:,1+�'i- �: 4f '� _ Y,iE -�4" }'s:,x A
T '} +� .i �'��.�� „ �+75'�•y"�* 1. I,'S � t '.5r - t.r ;k-ai •} � �,+.
KI
5
JJ 51 i �
4�
_ r
".i+�
l
kL
l_
9
{I +>tw
. i`°�':. � - ' ter• .'h.i5 .; I' '�; fF r
j 1 • 5<
Y
}Yt4 'I'� '- `Ys ,"�f ,it';ijj�f,' 1.N� .- 4- w`=• .� + .:, "..'S '04 .4
k. rL � �+ �'.'�'�{'�, "' ��� Y- ki �,.r' .� '` - = j 4y`' r '.+. -j}a*'�`• "y'�i +xr .
-}r•.
�' .} t ; Y� . -5, 1� ' � ' �. �' : ' R.r fir'`' �- F .r ' �. ti�� �. • ! � �,� *+ . `,5� `� �'i.''�
LolllL
de 4
Y 1 `1f.. xli;,4r
'TWIT i�'F,�' 5 'S. I '•� "5F� '�- _ y� '+# � I. 1, + R�=. F. � '.� �I�`
�. � �rY r�l Vr • : a' i4 wd {�',� . l i r h S �4 it 1 '�,+'I
w�
T''' .r.�i1�"I`' .w •a �k 4' 1.. I* 1 i� _} 4 l *,• {Ji �� �F k +r.
- �M1 R 11yy��jj■ ■ : s'
p. �* �- :�� }1 r y. t � t •y' I +r ''�; � " *I 'S � ;+' `Y � r �'
L .�.o `y'• -� 4�i#!� t {'7�Ira ' 11 -'S• k;s1.�x.� I,f a 1'q
A.
�-
¢,
PNG - LINE 2 SEGMENT 2 ISSUE 3 - IN -LINE INSPECTION RETROFIT PROJECT
r6liPiedmont
Natural Gas FEMA FLOODPLAIN
Energy that shows.° FIGURE 5
PATH: IICLTSMAINIGIS_OATAIGISIPROJECTS1154994_PIEOMONTNATURALGAS1102499]4_LINE2_ILII].2_WIPIMAP_O0CSIMXOIPCN105_LINE2_FL000.MXO - USER: EMULARSK - OAM 112612021 SECTION 404 NATIONWIDE PERMIT

IF Y r• kk' i �' }+ • FI .i-' �' +1^?
LEGEND
IFL
4 `r 1 Project Area
Upland Point
J641, IL It Is { O Wetland Point
.'ti' x
Photograph Location
HDR Delineated
-r^i ? ,_ • * Wetland
♦ # DATA SOURCE: NCOne Map Aerial Imagery (2019)
' x ":x� �+�♦,•- #} y :� r _ f + GPS POINTS WERE COLLECTED USING
16
`#1 k .#F }T + F ; '� �. t ff Y +
'e + �. ? ti► Tr �, - * T '�r � 4
♦,. k
v IL
4 s' I. . �2 + •� Iy
*�
{
♦♦ _. - 1f 1 � { � � � 5 �s � { Yr
,yam �1 ,� Y Pk P
x "1
0-465 acre
nj
Ilk r s } F 4 3
4 5 3 ,� �� �`r I , �-3 1 , i xk Y � � 1451 � �• �� 1/ # � , •il f ��`' . �*, �j ' S
I' � �� -1 i ti � � .tom= + Y �ih r � # � y { f,�•I i % � � +4 � �., • +' �' ti, ,L � ' t
Y, r'
I• T i• �' w s��.�l i k r f r ` � . �1 � � � � � 4� .
~ PNG - LINE 2 SEGMENT 2 ISSUE 3 - IN -LINE INSPECTION RETROFIT PROJECT
rollPiedmont
Natural Gas DELINEATED WATERS OF THE US
Energy that shows° FIGURE 6
PATH: IICLTSMAINIGIS_OATAIGISIPROJECTS1154994_PIEOMONTNATURALGASI102499]4_LINE2_ILII].2_WIPIMAP_O0CSIMXOIPCN%06 LINE2_WOUS.MXO - USER: EMULARSK - DAM 112612021 SECTION 404 NATIONWIDE PERMIT

IF 4 1-•
-
�s'L LEGEND
IFL Project Area
.n t V Temporary Wetland
l ' . r If - . .+,; _ Impacts
HDR Delineated
Wetlands
DATA SOURCE: NCOne Map Aerial Imagery (2019)
►�a4 y ' r 4 GPS POINTS WERE COLLECTED USING
t � � * ,� _ � � i r• - i TRIMBLE GE07X AND POST -PROCESSED
++ �, - * + + •� + 0 Feet 100
10
Fill (Temporary Driveway)
+IL' .� :w�.•., 47 , 0.024 acre
't r
e f �
1 F f a} # Y* 1 '� k { 1 i aYY77ttYYff..,,77
' --{ , { Fill (Temporary Matting as needed) 44
J a • y 1 T r
not to exceed 0.10 acres .,
4 ' Y V V2 (T)
1� Fill (Temporary Driveway and ` :Si'` `•; ' - ''�
} a Equipment Turnaround)., �+
.1■ .: - 0.226 acre
_ "] '� ski M5 5+ - �' � _ � � .� 5 � + 1• ,
Ll
4 1
+ r 4 1
41
a�4.r. � Y4, ■+ ��� �. � F. �� +.i ti "i ���� 5 1' i y. # � * k'C r 1=
PNG - LINE 2 SEGMENT 2 ISSUE 3 - IN -LINE INSPECTION RETROFIT PROJECT
rollPiedmont
Natural Gas IMPACTS TO DELINEATED WATERS OF THE US
Energy that sh-0 FIGURE 7
PAIN: IICLTSMAINIGIS_DATAIGISIPRGJECTSlIM994_PIEDMONTNATURALGASAD2499]4_LINE2_I LII7.2_WIPIMAP_D0CSIMXDIPCNI97_LINE2_IMPACTS.MXD - USER: EMULARSK - DATE: 112612021 SECTION 404 NATIONWIDE PERMIT

04`0 r-W
. e_.
r
SITE LOCATION
LAT: N034.508777
LONG: W078.653120
SITE LOCATION
LAT: N034.499769
LONG: W078.631633
SEG 2 ISSUE 3
SEE SHEET PNG-C-002-0001086
FOR SITE PLAN
SITE LOCATION
WORKSPACE WITHIN
EXISTING EASEMENT
WORKSPACE OUTSIDE
EXISTING EASEMENT
TOTAL LIMITS OF
DISTURBANCE
ISSUE 1
0.61 AC.
1.69 AC.
2.30 AC.
ISSUE 2
0.31 AC.
0.47 AC.
0.78 AC.
ISSUE 3
0.26 AC.
0.23 AC.
0.49 AC.
TOTAL:
1.18 AC.
2.39 AC.
3.70 AC.
DRAWING INDEX
DRAWING NUMBER
DRAWING TITLE
SHEET NO.
REV.
PNG-G-002-0001058
COVER SHEET
001
0
PNG-C-002-0001082
ISSUE 1 (REMOVE STOPPLE FITTING) SITE PLAN
002
0
PNG-M-002-0001116
ISSUE 1 (REMOVE STOPPLE FITTING) PROFILE
003
0
PNG-C-002-0001083
ISSUE 1 TEMPORARY ACCESS
004
0
PNG-C-002-0001084
ISSUE 2 (RESET MLV STOPS) SITE PLAN
005
0
PNG-C-002-0001085
ISSUE 2 TEMPORARY ACCESS
006
0
PNG-C-002-0001086
ISSUE 3 (REPLACE TRANSITION FITTING) SITE PLAN
007
0
PNG-M-002-0001118
ISSUE 3 PROFILE
008
0
PNG-C-002-0001087
ISSUE 3 TEMPORARY ACCESS
009
0
PNG-C-002-0001088
EROSION AND SEDIMENT DETAILS PAGE 1
010
0
PNG-C-002-0001089
EROSION AND SEDIMENT DETAILS PAGE 1
011
0
PNG-C-002-0001090
EROSION & SEDIMENT CONTROL SEEDING PLAN
012
0
PNG-G-002-0001031
TYPICAL FENCE SECTION & DETAILS
013
0
PNG-M-002-0001119
BILL OF MATERIAL
014
0
NCG-01
GROUND COVER & MATERIALS HANDLING
FOR REFERENCE ONLY
N/A
NCG-01
SELF INSPECTION
FOR REFERENCE ONLY
N/A
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
DUKE ENERGY & PIEDMONT NATURAL GAS DRAWINGS ARE CONFIDENTIAL *DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE *TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE, ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO MANAGEMENT (RIM)
PROFESSIONAL ENG/ARCHSTAMP
GENERALNOTES
1. INSTALLER SHALL FURNISH ALL MATERIALS NOT PROVIDED BY THE COMPANY (UNLESS OTHERWISE NOTED ON
DRAWINGS OR SPECIFICATIONS) INCLUDING EQUIPMENT TRANSPORTATION AND SERVICES, AND PERFORM ALL
NECESSARY WORK AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREINAFTER.
2. IT SHALL BE THE RESPONSIBILITY OF THE INSTALLER TO VERIFY ALL DIMENSIONS GIVEN ON THE DRAWINGS. ANY ITEM
IN QUESTION SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT MANAGER PRIOR TO PROCEEDING WITH THE
WORK.
3. INSTALLER SHALL BE RESPONSIBLE FOR PROTECTION OF ALL SURROUNDING AREAS.
4. ALL BELOWGROUND WELDS SHALL BE COATED WITH HBE-95 OR SP-2888 PER PERTINENT DUKE NATURAL GAS BUSINESS
UNIT (NGBU) DESIGN AND CONSTRUCTION STANDARDS.
5. ALL ABOVEGROUND PIPING TO BE BLASTED TO CORRECT SOCIETY FOR PROTECTIVE COATINGS (SSPC) SURFACE
PROFILE. PAINT SYSTEM TO BE UTILIZED SHALL BE PER PERTINENT DUKE NGBU DESIGN AND CONSTRUCTION
STANDARDS.
6. UPON BACKFILLING IN AREAS OF ROCK, BURIED PIPE SHALL HAVE 6" OF SAND PAD FILL PLACED AROUND THE PIPE'S
CIRCUMFERENCE.
7. PRESSURE TESTING SHALL MEET THE REQUIREMENTS OF THE DUKE NGBU'S PRESSURE TESTING STANDARD, PER
PERTINENT DUKE NGBU DESIGN AND CONSTRUCTION STANDARDS.
8. INSTALLER SHALL DEWATER ALL HYDROSTATICALLY TESTED PIPING, USING CLEANING PIGS AS REQUIRED, AND DRY TO
A DEWPOINT OF -40 OF PER PERTINENT DUKE NGBU DESIGN AND CONSTRUCTION STANDARDS.
9. HDR'S BIOLOGIST DELINEATED WETLANDS AND JURISDICTIONAL WATERS OF THE U.S. IN THE FIELD
ACCORDING TO USACE' METHODOLOGIES. BOUNDARIES WERE MAPPED USING A HANDHELD GPS UNIT AND
POINTS WERE POST -PROCESSED TO SUB -METER ACCURACY.
CONSTRUCTION NOTES
1. EXISTING OVERHEAD AND BELOWGROUND FACILITIES MAY BE IN THE WORK AREA VICINITY. INSTALLER IS RESPONSIBLE
FOR HAVING SUCH FACILITIES LOCATED AND IS RESPONSIBLE FOR MAINTENANCE AND PRESERVATION OF THESE
FACILITIES.
2. PER PERTINENT DUKE NGBU DESIGN AND CONSTRUCTION STANDARDS, INSTALLER IS REQUIRED TO CALL 811 FOR
UTILITY LOCATES A MINIMUM OF 72 HOURS PRIOR TO COMMENCEMENT OF WORK. NO EXTRA COMPENSATION WILL BE
ALLOWED FOR DELAYS FROM ANY WORK PROVIDED BY OTHER UTILITIES.
3. IF EXISTING UTILITIES OF ANY TYPE ARE ENCOUNTERED IN THE FIELD AND DEEMED TO BE IN CONFLICT WITH
INSTALLATION OF FACILITIES, INSTALLER SHALL NOTIFY THE PROJECT MANAGER IMMEDIATELY SO THE CONFLICT MAY
BE RESOLVED.
4. WHEN EXISTING DRAINAGE FACILITIES ARE DISTURBED, INSTALLER SHALL PROVIDE AND MAINTAIN TEMPORARY
OUTLETS AND CONNECTIONS FOR PRIVATE DRAINS OR SEWERS. RESTORATION OF THESE FACILITIES IS TO BE
PERFORMED ONCE CONSTRUCTION IS COMPLETE AND ARE CONSIDERED INCIDENTAL COSTS OF THE PROJECT.
5. ALL DRAWING MEASUREMENTS ARE TO BE TAKEN FROM EXISTING GRADE. FINAL GRADE SHALL BE MATCHED TO
SURROUNDING GRADE AS PER PERTINENT DUKE NGBU DESIGN AND CONSTRUCTION STANDARDS.
6. INSTALLER IS TO REMAIN WITHIN CONSTRUCTION WORKING LIMITS. ACCESS TO AREAS OUTSIDE WORKING LIMITS MUST
BE COORDINATED WITH THE OWNER OR DUKE NGBU PROJECT MANAGER.
7. ALL EXCESS EXCAVATION, CONSTRUCTION DEMOLITION DEBRIS AND UNSUITABLE MATERIALS THAT DO NOT CONTAIN
ASBESTOS SHALL BE REMOVED FROM THE SITE AND PROPERLY DISPOSED.
8. STANDARD SPECIFICATIONS REFERENCED ON THIS SHEET AND CONSTRUCTION PLANS ARE CONSIDERED AS PART OF
THE CONTRACT DOCUMENTS. INCIDENTAL ITEMS OR ACCESSORIES NECESSARY TO COMPLETE THIS WORK MAY NOT BE
SPECIFICALLY NOTED, BUT ARE CONSIDERED TO BE A PART OF THIS CONTRACT.
9. BEFORE ACCEPTANCE BY THE OWNER AND FINAL PAYMENT, ALL WORK SHALL BE INSPECTED AND APPROVED BY DUKE
NGBU OR COMPANY REPRESENTATIVE. FINAL PAYMENT SHALL BE MADE AFTER ALL OF THE INSTALLER'S WORK HAS
BEEN ACCEPTED AND APPROVED AND IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.
10. DURING CONSTRUCTION, ALL LOOSE MATERIAL THAT ARE DEPOSITED IN THE FLOW LINE OF GUTTERS, DRAINAGE
STRUCTURES, DITCHES, ETC. SUCH THAT THE NATURAL FLOW LINE OF WATER IS OBSTRUCTED, SHALL BE REMOVED AT
THE END OF EACH WORK DAY.
11. ALL FIELD TILE ENCOUNTERED DURING CONSTRUCTION SHALL BE EXTENDED TO OUTLET INTO AN EXISTING DRAINAGE
WAY. A RECORD OF ALL FIELD TILE FOR ONSITE DRAIN PIPE ENCOUNTERED SHALL BE KEPT BY THE INSTALLER AND
TURNED OVER TO THE PROJECT MANAGER UPON COMPLETION OF THE PROJECT.
12. INSTALLER IS REQUIRED TO MAINTAIN A SET OF ISSUED FOR CONSTRUCTION DRAWINGS AND ALL PERMITS AT THE JOB
SITE. ANY MODIFICATIONS OR ALTERATIONS TO THE PLANS OR SPECIFICATIONS SHALL BE APPROVED BY THE PROJECT
MANAGER.
13. INSTALLER IS SOLELY RESPONSIBLE FOR EXECUTION OF HIS/HER WORK IN ACCORDANCE WITH THE CONTRACT
DOCUMENTS AND SPECIFICATIONS. INSTALLER IS RESPONSIBLE FOR THE CONSTRUCTION METHODS AND TECHNIQUES,
SEQUENCES, TIME OF PERFORMANCE ALL SAFETY PRECAUTIONS.
14. MINIMUM DEPTH OF BURIAL SHALL BE PER PERTINENT DUKE NGBU DESIGN AND CONSTRUCTION STANDARDS.
15. ALL PIPELINES BEING CROSSED ARE TO BE PROTECTED WITH A MINIMUM OF (3) 4 FEET X 18 FEET WOODEN MATS.
16. PER PERTINENT DUKE NGBU DESIGN AND CONSTRUCTION STANDARDS, FOR OPEN DITCH EXCAVATION, A MINIMUM OF
TWO FEET OF SEPARATION SHALL BE MAINTAINED BETWEEN ALL CROSSING STRUCTURES. SEPARATION BETWEEN
CROSSING STRUCTURES AND PIPELINES THAT ARE INSTALLED VIA DIRECTIONAL DRILLING METHODS IS AT THE
DISCRETION OF ENGINEERING.
17. DURING BACKFILLING, A SIX INCH CROWN SHALL BE PLACED ON ALL DISTURBED AREAS. COMPACTION REQUIREMENTS
SHALL BE PER PERTINENT DUKE NGBU DESIGN AND CONSTRUCTION STANDARDS.
18. BOLTS FOR FLANGES TO BE TORQUED PER PERTINENT DUKE NGBU DESIGN AND CONSTRUCTION STANDARDS.
CIVIL AND STRUCTURAL NOTES
4. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 SPECIFICATION. STEEL REINFORCING BAR SHALL CONFORM TO
ASTM A615 GRADE 60 AND WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. TIE WIRE SHALL CONFORM TO ASTM
A82.
5. UNSUITABLE OR EXCESS EARTH SPOIL SHALL BE DISPOSED OF AT AN APPROVED WASTE LOCATION. SOIL BEING
TRANSPORTED ONTO THE JOB SITE SHALL BE APPROVED BY EITHER THE PROJECT MANAGER OR CONSTRUCTION
MANAGER.
6. ROCKSHIELD OR SIMILAR COMPANY APPROVED PRODUCT MUST BE INSTALLED BETWEEN ALL PIPE AND FITTINGS THAT
COME INTO CONTACT WITH CONCRETE. A LAYER OF NON ABRASIVE MATERIAL SUCH AS FRP SHALL BE INSTALLED
BETWEEN ALL PIPE SUPPORTS AND PIPING.
7. ALL FIELD BENDING OF REBAR SHALL BE DONE COLD.
SOIL EROSION AND SEDIMENT CONTROL NOTES
1. INSTALLER IS TO CONSTRUCT ALL SOIL EROSION AND SEDIMENT CONTROL MEASURES AT THE COMMENCEMENT OF
THE PROJECT, PROVIDE MAINTENANCE AND ASSURE EFFECTIVENESS THROUGHOUT THE DURATION OF THE PROJECT.
2. CARE SHALL BE TAKEN TO MINIMIZE DOWNSTREAM SILTATION. RAW BANKS MAY BE SEEDED AND MULCHED TO
PREVENT EROSION.
3. ALL SPOILS INCLUDING ORGANIC SOILS, VEGETATION AND DEBRIS SHALL BE REMOVED FROM THE SITE AND PROPERLY
DISPOSED OF IN SUCH A MANNER AS TO NOT ERODE INTO ANY BODY OF WATER OR WETLAND.
4. SILT FENCING SHALL BE PLACED WHERE NECESSARY TO PREVENT SEDIMENT FROM LEAVING THE WORK AREA.
5. CATCH ALL INLET FILTERS ARE REQUIRED AT ALL SEWER INLETS, GRATES AND MANHOLES FOR SEDIMENT CONTROL.
6. WETLAND AREAS SHALL HAVE SILT FENCING AND ONE LAYER OF STRAW LOG INSTALLED NO CLOSER THAN 50 FEET
FROM POINT OF WETLAND DELINEATION.
7. TOPSOIL STOCKPILES SHALL BE LOCATED TO AVOID EROSION OF SAID STOCKPILE ONTO OFFSITE AREAS.
8. ALL ENVIRONMENTAL MEASURES SHALL BE PER PERTINENT DUKE NGBU DESIGN AND CONSTRUCTION STANDARDS.
CONSTRUCTION SEQUENCE
1. COORDINATE WITH PIEDMONT NATURAL GAS TO CONTACT IMPACTED PROPERTY OWNERS PRIOR TO
BEGINNING WORK.
2. CALL NC DEQ DEPARTMENT OF ENERGY, MINERAL AND LAND (DEMLR) (RALEIGH REGIONAL OFFICE) AT
336-776-9800 TO SCHEDULE PRE -CONSTRUCTION MEETING AT LEAST 72 HOURS PRIOR TO PROJECT
ACTIVATION.
3. STAKE LIMITS OF DISTURBANCE AND WETLAND LIMITS.
4. PRIOR TO ANY SITE DISTURBANCE ACTIVITIES (CLEARING, GRUBBING, GRADING, OR EXCAVATION), INSTALL
PERIMETER EROSION CONTROL MEASURES SUCH AS SILT FENCE, MATTING, SILT FENCE OUTLETS, COMPOST
SOCKS, AND CONSTRUCTION ENTRANCE AS SHOWN ON PLANS, IMPROVE EXISTING ACCESS ROADS, BEGIN
CLEARING AND GRUBBING OPERATIONS FOR ACCESS AREAS ONLY AS SHOWN ON PLANS, AND INSTALL
TEMPORARY ACCESS ROUTES.
5. INSTALL TEMPORARY ACCESS ROADS.
6. INSPECT ALL EROSION CONTROL DEVICES AT WEEKLY INTERVALS AND AFTER EVERY RAINFALL EXCEEDING 1"
TO VERIFY THAT THEY ARE FUNCTIONING PROPERLY. ANY ACCUMULATED SEDIMENT SHALL BE REMOVED
AND PLACED IN A DESIGNATED SPOIL DISPOSAL AREA. CONDUCT PERIODIC INSPECTIONS OF ALL EROSION
AND SEDIMENTATION CONTROLS AND MAKE ANY REPAIRS OR MODIFICATIONS NECESSARY TO ASSURE
CONTINUED EFFECTIVE OPERATION OF EACH DEVICE.
7. INSTALL TEMPORARY STREAM CROSSING.
8. PERFORM MECHANICAL REPLACEMENTS/UPGRADES PER SITE NEEDS. WORK TO BE PERFORMED IN A PHASED
MANNED WITH ORDER OF SITES TO BE FIELD DETERMINED BASED ON REQUIRED CLEARANCES.
STABILIZATION TO BE PER DEQ REQUIREMENTS.
9. AFTER PROPOSED WORK IS COMPLETE, REMOVE TEMPORARY ACCESS ROAD, STREAM CROSSING, AND
ALMON ROAD ENTRANCE. RESTORE ALL AREAS BACK TO EXISTING CONDITIONS, INCLUDING ALMON ROAD
ENTRANCE, AND STABILIZE.
10. ENSURE ALL DISTURBED AREAS AND ACCESS ROUTES HAVE BEEN STABILIZED AND APPROVAL HAS BEEN
GIVEN FROM THE INSPECTOR PRIOR TO REMOVING ANY SEDIMENT AND EROSION CONTROL MEASURES.
11. CONTRACTOR TO REMOVE ALL EROSION CONTROL MEASURES AFTER SITE IS STABILIZED AND APPROVED BY
NC DEQ INSPECTOR, REPAIR DISTURBED AREA CREATED FROM THE REMOVAL OF EROSION CONTROL
MEASURES, AND SUBMIT N.O.T. TO NC DEQ.
NO.1 DATE I REVISION(S) DESCRIPTION
0 101/20/20211 ISSUED FOR CONSTRUCTION
BY CHK I APPD DESCRIPTION
NICK JL CM AREA CODE 1843
ACCOUNT NUMBER 10700
PROJECT NUMBER 0231960
DRAWING BY STATION IDI XX-X-XX-XXX-XXXX
CHECKER INITIALS I XXX
DATE
XX/XX/20XX
DATE
XX/XX/20XX
DATE
XX/XX/20XX
APPROVALS
INITIALS
XXX
INITIALS
XXX
INITIALS
XXX
1. ADDITIONAL EXCAVATIONS BELOW FOOTINGS MAY BE NECESSARY TO REACH UNDISTURBED SOIL. SHOULD THIS
OCCUR, THE EXCAVATION SHALL BE BROUGHT TO THE BOTTOM OF THE FOOTING ELEVATION WITH COMPACTED SAND
FILL MEETING THE REQUIREMENTS OF MODIFIED PROCTOR COMPACTION TEST (ASTM D1557) TO 95% IN SIX INCH LIFTS.
2. ALL EXPOSED CONCRETE EDGES SHALL HAVE A 1" X 1" 450 CHAMFER.
3. CONCRETE SHALL BE MIXED AND POURED PER PERTINENT DUKE NGBU DESIGN AND CONSTRUCTION STANDARDS.
TESTING SHALL CONFORM TO ACI 318. INSTALLER TO SUPPLY ALL CONCRETE AND TESTING.
REGIONAL
ENGINEER
DUKE
MGR TECH
ENERGY
REC & STD
PRINCIPAL
ENGINEER
0111
Piedmont
Natural Gas
COPYRIGHT 2018
LINE 2 SEGMENT 2 - ILI RETROFIT
COVER SHEET
BLADEN COUNTY, NC
FAYETTEVILLE, NORTH CAROLINA RESOURCE CENTER
CUSTOMER: XXXXXXXXX
MAP NO. XXXXXX-XX
SHEET(S) 01 OF 14 DWG SCALE NOT TO SCALE
DWG DATE 11110/2090 SUPERSEDED
DRAWING NUMBER REVISION
PNG-G-002-0001058 0
GENERAL / FAYETTEVILLE RESOURCE CENTER / LINE 2

■
■ 1
NON V
I■
�� F
EXISTING PNG PIPELINE
EASEMENT
REFER TO DETAILS ON SHEET PNG-C-002-0001089
FOR ROCK CONSTRUCTION ENTRANCE
SF
J \
P-l"
SF
UO �\
AM
_ SF
1 o`
N GP5
I / I:
­'_� --"/ � EXISTING GAS LINE
� S.
SFQO1
f-F I
ow
REFER TO DETAILS ON
SHEET PNG-M-002-0001118
\ LINE 2
EXISTING 12" GAS LINE
qS
GqS ,
Em
s
G1S
TYRONE RAY COBB
DB 726 PG 943
LL 1200
G'qS _ %\
WETLAND 2
LEGEND:
R
PROPERTY LINE
STRUCTURES
MAJOR CONTOUR
MINOR CONTOUR
— —
EXISTING DELINEATED STREAM
EXISTING DELINEATED WETLAND
GAS
EXISTING GAS LINE
—x x x x
EXISTING FENCE LINE
EXISTING TREE LINE
EXISTING CULVERT
EXISTING POWER POLE
0 H E
EXISTING OVERHEAD ELECTRIC
PROPOSED LIMITS OF
Loy
DISTURBANCE
EXISTING PIPELINE EASEMENT
NC NATURAL GAS EASEMENT
MATCHLINE
ROCK CONSTRUCTION ENTRANCE
SF
SILT FENCE
o
SILT FENCE OUTLET
TB
TEMPORARY BRIDGE
7pp, IEE7 �APPROX. WORKSPACE �i� -
SEG2IE51P KEY MAP 0 G s NOTES:
SEE NG.C-r�ii.4�o-,U9z
FOR SITE PUN
1. CONTRACTOR TO INSTALL MATTING FOR WETLAND
AREA INSIDE LOD AS NEEDED.
2. EXCAVATED WETLAND SOILS WILL BE STOCKPILED ON
L`-- 517E LOCAT[AF3 LAS . F�43L.j�+>;et TEMPORARY GRAVEL ACCESS ROAD/TURNAROUNDS OR
NBOH6 TEMPORARY MATTING SINCE THE ENTIRE SITE PRIMARILY
r BLA9JE�{
CONSISTS OF EMERGENT WETLANDS. STOCKPILED SOILS
WILL BE USED DURING POST -CONSTRUCTION WETLAND
RESTORATION ACTIVITIES. WETLAND RESTORATION
ITELOCArION - ACTIVITIES WILL CONSIST OF REPLACING WETLAND SOILS,
SEG2tSSUE2 SITE
No:!4.5wn'�
SEESHEETFXG-C-0i -MIDB1 �' LC�r1G w479.���F40
RE -GRADING IMPACTED AREAS TO ORIGINAL
FOR SITE PLAN PRE -CONSTRUCTION CONTOURS, AND RE -SEEDING
I
DISTURBED AREAS WITH A NATIVE WETLAND SEED MIX.
THE RESTORATION AREA WILL REMAIN UNDISTURBED TO
cLMMN. SrrF1.ccarsaw ALLOW THE WETLAND SYSTEM TO REFOREST NATURALLY,
SAT N:134AB9769
SEG2ISSUE 3 «�°tira.ssius NO HEAVY MULCHING WILL OCCUR IN WETLANDS.
SEE SmEET PNG. 2*001w,
FOR SITE PLAN
10' 0' 20'
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 SCALE: 1°=20'
*PROPRIETARY & CONFIDENTIAL *ALL RIGHTS RESERVED *DO NOT SCALE THIS DRAWING *USE DIMENSIONS ONLY REF. DWG(S) PNG-G-002-0001058
DUKE ENERGY & PIEDMONT NATURAL GAS DRAWINGS ARE CONFIDENTIAL *DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE *TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE, ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO MANAGEMENT (RIM) PNG-M-002-0001118
NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 07 OF 14 DWG SCALE AS NOTED
0 01 /20/2021 ISSUED FOR CONSTRUCTION NCK CM DB AREA CODE 1843 DATE INITIALS REGIONAL LINE 2 SEGMENT 2 - I L I RETROFIT
ACCOUNT NUMBER 10700 - - ENGINEERDUKE DWG DATE 11/10/2020 SUPERSEDED
PROJECT NUMBER 0231960 - MGR TECH t11 ,;
DATE INITIALS ISSUE 3 (REPLACE TRANSITION FITTING) SITE PLAN
V
DRAWING NUMBER REVISION
Gas
DRAWING BY
fIATF IAIITI DI C BLADEN COUNTY. N PNG-C-002-0001080 0
.-.� �..-.. ..—. ... . .. .. ... ... ....

LEGEND:
EXISTING PIPE
NEW PIPE
GRADE
12"
1 ,-n,,
9MILWI,
12"
M
MIN.
EXISTING TRANSITION PIECE
PROFILE DEMO
SCALE: 1" = 1'-0"
MIN.
PROFILE SEGEMENT 2 ISSUE 3
SCALE: 1" = 1'-0"
gas,",
NOTES:
1. EXISTING GRADE TO BE MAINTAINED.
2. ANY CHANGES REQUIRED DUE TO FIELD CONDITIONS
MUST BE APPROVED BY THE ENGINEERING
DEPARTMENT.
3. LOCATION OF STOPPLE FITTING AND TORs TO BE FIELD I
DETERMINED AND VERIFIED.
4. TRANSITION FITTINGS TO BE DESIGNED PER
ENG-ST-3210.
5. DESIGN PRESSURE: 1000 PSI; MAOP: 804 PSI
INDICATES ELECTRICALLY ISOLATED.
'0` 11CA)1'1'0',.,
�` ��, Rp
*PROPRIETARY & CONFIDENTIAL *ALL RIGHTS RESERVED *DO NOT SCALE THIS DRAWING *USE DIMENSIONS ONLY
REF. DWG(S) PNG-G-002-0001058
� a•.�r�
DUKE ENERGY & PIEDMONT NATURAL GAS DRAWINGS ARE CONFIDENTIAL *DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE *TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE, ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO MANAGEMENT (RIM)
PNG-C-002-0001086
"tip
a SEAT 7f W Y
4�: 043705
=;
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
LINE 2 SEGMENT 2 ILI RETROFIT
SHEET(S) 080E 14
DWG SCALE AS NOTED
0
01/20/2021
ISSUED FOR CONSTRUCTION
NICK
JL
CM
AREA CODE
1843
DATE
NITIALS
-��•�
XX/XX/20XX
XXX
REGIONAL
-
DWG DATE 12/23/2020
SUPERSEDED
ACCOUNT NUMBER
10700
F.•s`
►����. �
ENGINEER
' DUKE Piedmont
ISSUE 3 PROFILE
PROJECT NUMBER
0231960
DATE
INITIALS
MGR TECH
DRAWING NUMBER
REVISION
`',��t�
«++�+��,�►t►� �
XX/XX/20XX
XXX
� ENERGY Natural Gas
DRAWING BY
REC & STD
BLADEN COUNTY, NC
PNG-M-002-0001118
0
DATE
INITIALS
STATION ID XX-X-XX-XXX-XXXX
PRINCIPAL
PROFESSIONAL ENG/ARCHSTAMP
XX/XX/20XX
XXX
ENGINEER
COPYRIGHT 2018
FAYETTEVILLE, NORTH CAROLINA RESOURCE CENTER
ICHECKER INITIALS
I XXX
MECHANICAL / FAYETTEVILLE RESOURCE CENTER / LINE 2

IaI
3" COMPACTED #67 STON
9" COMPACTED AASHTO #4 STONE
MIRAFI 140-N OVER
EQUIVALENT TO BE
USED FOR SEPARATION
ALONG SOILS
INTERFACE
TENSAR FILTERGRID
FG30 TO BE INSTALLED
ON COMPACTED SUBSOIL
NOTES:
1. COMPACTED SUBGRADE SHALL BE PROOF ROLLED AND IF ANY AREAS EXHIBIT DEFORMATION OR
PUMPING THOSE AREAS ARE TO BE EXCAVATED AND REWORKED.
2. ALL AGGREGATES SHALL MEET THE REQUIREMENTS OF AASHTO M43.
AASHTO 67 GRAVEL LINED TEMPORARY ACCESS ROAD
NOT TO SCALE
CAS"�..
0.
3
S a
032595 _
r. ••`
1/21/2021
PROFESSIONAL ENG/ARCHSTAMP
0
/
/
/
/
/
/
TEMPORARY ROCK CONSTRUCTION ENTRANCE
(SEE DETAIL ON SHEET PNG C-002-0001089)
/
G�
GAS
GAS Gq ^ ^ GP
/G,GPS GS
GAS `--c;q5 - GAS -
- cas ��aa'- GAS GAS G /
EXISTING 12" GAS LII
-4' OF COVI
6� / / / / s/ (PROTECT IN PLA(
/ A / / / GP PER CONSTRUCTION NOTE'
/
/
TEMPORARY ROCK CONSTRUCTION ENTRANCE /
(SEE DETAIL ON SHEET PNG C-002-0001089)
/
/
5R�
74
/ G
INLET PROTECTION
COMPOSITE FILTER SOCK
/ // / // /
INV IN 72.8 � / N
❑1
FRO
EXISTING 6" GAS LINE
-4' OF COVER
(PROTECT IN PLACE
PER CONSTRUCTION NOTE 15)
aUA'
106 LF 12" CMP CULVERT
@0.8% SLOPE
I
NV OUT: 71.90
GAS /
GqS In-
/
\ �O
GqS
G�+s
co
\ G9S
00
FRO
LINED TEMPORARY ACCESS ROAD
DETAIL ON THIS SHEET
WETLAND DELINEATION _
SFRO
SFRO � \
EXISTING 6" GAS LINE
-4' OF COVER
(PROTECT IN PLACE
PER CONSTRUCTION NOTE 15)
SFRO
LINED TEMPORARY ACCESS ROAD
DETAIL ON THIS SHEET
*PROPRIETARY & CONFIDENTIAL *ALL RIGHTS RESERVED *DO NOT SCALE THIS DRAWING *USE DIMENSIONS ONLY
LIMIT OF DISTURBANCE
-0.49 ACRES
WETLAND DELINEATION
GqS \
GqS \
GqS \
Gill
GqS \
GS
GqS
DUKE ENERGY & PIEDMONT NATURAL GAS DRAWINGS ARE CONFIDENTIAL *DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE *TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE, ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO MANAGEMENT (RIM)
NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION
APPROVALS
0 01/20/2021 ISSUED FOR CONSTRUCTION NS KB DB AREA CODE 1843
DATE
INITIALS
REGIONAL
LINE 2 SEGMENT 2
ACCOUNT NUMBER 10700
XXIXX/2OXX
DATE
XXX
INITIALS
ENGINEER
� EKE Piedmont
ISSUE 3 TEMPORARY ACCESS
PROJECT NUMBER 0231960
XXIXX/20XX
XXX
MGR TECH
ENERGY ��I Natural Gas
DRAWING BY NS
REC &STD
B LAD E N COUNTY N C
STATION ID XX-X-XX-XXX-XXXX
DATE
INITIALS
PRINCIPAL
CHECKER INITIALS KB
XX/XX/20XX
XXX
ENGINEER
COPYRIGHT 2018
FAYETTEVILLE RESEOURCE CENTER, NORTH CAROLINA
LEGEND:
PROPERTY LINE
EXISTING FENCE
S SILT FENCE
XXX PROPOSED MAJOR CONTOUR
XXX PROPOSED MINOR CONTOUR
--XXX-- — SURVEY MAJOR CONTOUR
-X)(X- - SURVEY MINOR CONTOUR
- - - RIGHT OF WAY LINE
GAS— GA EXISTING GAS LINE
W EXISTING WATER LINE
- EXISTING CULVERT
PROPOSED CULVERT
°"€ OVERHEAD ELECTRIC
I jg®rojsu•sM,
SFRO - SEE DETAIL ON SHEET
PNG C-002-0001089
NOTE:
1. ALL GRADING AND MATERIAL BEYOND EXISTING ROAD
LIMITS TO BE REMOVED AND RESTORED AFTER
CONSTRUCTION. ALL SURFACING WITHIN EXISTING ROAD
LIMITS TO BE REMOVED AT DISCRETION ON DUKE ENERGY.
REF. DWG(S) PNG-G-002-0001058
PNG-C-002-0001086
SHEET(S) 09 OF 14T DWG SCALE AS NOTED
DWG DATE 12116/2020 SUPERSEDED
DRAWING NUMBER REVISION
PNG-C-002-0001087 0
DISCIPLINE / FAYETTEVILLE RESOURCE CENTER / LINE NUMBER

6 IN.
L
V
b
V
V
V
TOPSOIL STOCKPILE
12" COMPOST FILTER SOCK -
(MIN.) ON DOWNSLOPE SIDE
OF TRENCH
SUBSOIL STOCKPILE
/STRIPPED AREA
/ ORIGINAL GRADE
NOTE 2i PIPELINE
EXISTING PIPEsP01L SIDE WORKING SIDE
TRENCHLINE AND SPOIL SIDE METHOD
TOPSOIL STOCKPILE
SUBSOIL STOCKPILE
12" COMPOST FILTER SOCK STRIPPED AREA
(MIN.) ON DOWNSLOPE SIDE NOTE 2 ALTERNATIVELY SUBSOIL MAY BE
OF TRENCH SPREAD ON THE WORKING SIDE
25 FT. j PIPELINE
EXISTING PIPEUNE­� SPOIL SIDE WORKING SIDE
ENTIRE CONSTRUCTION ROW METHOD
TOPSOIL
11
tPIPELINE
REPLACED
NOTES:
1. OTHER CONFIGURATIONS OF TOPSOIL AND SUBSOIL ARE ACCEPTABLE PROVIDED THEY
ARE KEPT SEPERATE AND APPROPRIATE EROSION AND SEDIMENT CONTROL DEVICES ARE
EMPLOYED.
2. UP TO 12 INCHES OF TOPSOIL REMOVED
3. TOPSOIL AND SUBSOIL PILES WILL BE ADEQUATELY PROTECTED FROM EROSION AND
SEDIMENTATION BY THE USE OF COMPOST FILTER SOCKS. FOR THIS PROJECT (NON-EV
WATERSHED), IT IS ACCEPTABLE TO SUBSTITUTE SILT FENCE AS INDICATED IN THE E&S
DETAIL SHEETS.
DETAIL ES-3
UTILITY LINE TRENCH STAGING DETAIL
NOT TO SCALE
WELL VEGETATED, GRASSY AREA
DISCHARGE HOSE
CLAMPS
PUMP
U U HEAVY DUTY LIFTING STRAPS
PLAN VIEW (RECOMMENDED)
WELL VEGETATED,
AKE HOSE
E HOSE
ELEVATION VIEW
NOTES:
LOW VOLUME FILTER BAGS SHALL BE MADE FROM NON -WOVEN GEOTEXTILE MATERIAL SEWN WITH HIGH STRENGTH,
DOUBLE STITCHED "J" TYPE SEAMS. THEY SHALL BE CAPABLE OF TRAPPING PARTICLES LARGER THAN 150 MICRONS. HIGH
VOLUME FILTER BAGS SHALL BE MADE FROM WOVEN GEOTEXTILES THAT MEET THE FOLLOWING STANDARDS:
PROPERTY
TEST METHOD
MINIMUM STANDARD
AVG. WIDE WIDTH STRENGTH
ASTM D-4884
60 LB/IN
GRAB TENSILE
ASTM D-4632
205 LB
PUNCTURE
ASTM D-4833
110 LB
MULLEN BURST
ASTM D-3786
350 PSI
UV RESISTANCE
ASTM D-4355
70%
AOS % RETAINED
ASTM D-4751
80 SIEVE
A SUITABLE MEANS OF ACCESSING THE BAG WITH MACHINERY REQUIRED FOR DISPOSAL PURPOSES SHALL BE PROVIDED. FILTER BAGS SHALL BE
REPLACED WHEN THEY BECOME 1/2 FULL OF SEDIMENT. SPARE BAGS SHALL BE KEPT AVAILABLE FOR REPLACEMENT OF THOSE THAT HAVE
FAILED OR ARE FILLED. BAGS SHALL BE PLACED ON STRAPS TO FACILITATE REMOVAL UNLESS BAGS COME WITH LIFTING STRAPS ALREADY
ATTACHED.
BAGS SHALL BE LOCATED IN WELL -VEGETATED (GRASSY) AREA, AND DISCHARGE ONTO STABLE, EROSION RESISTANT AREAS. WHERE THIS IS NOT
POSSIBLE, A GEOTEXTILE UNDERLAYMENT AND FLOW PATH SHALL BE PROVIDED. BAGS MAY BE PLACED ON FILTER STONE TO INCREASE
DISCHARGE CAPACITY. BAGS SHALL NOT BE PLACED ON SLOPES GREATER THAN 5%. FOR SLOPES EXCEEDING 5%, CLEAN ROCK OR OTHER
NON -ERODIBLE AND NON-POLLUTING MATERIAL MAY BE PLACED UNDER THE BAG TO REDUCE SLOPE STEEPNESS.
NO DOWNSLOPE SEDIMENT BARRIER IS REQUIRED FOR MOST INSTALLATIONS. COMPOST BERM OR COMPOST FILTER SOCK SHALL BE INSTALLED
BELOW BAGS LOCATED IN HQ OR EV WATERSHEDS, WITHIN 50 FEET OF ANY RECEIVING SURFACE WATER OR WHERE GRASSY AREA IS NOT
AVAILABLE.
THE PUMP DISCHARGE HOSE SHALL BE INSERTED INTO THE BAGS IN THE MANNER SPECIFIED BY THE MANUFACTURER AND SECURELY CLAMPED.
A PIECE OF PVC PIPE IS RECOMMENDED FOR THIS PURPOSE.
THE PUMPING RATE SHALL BE NO GREATER THAN 750 GPM OR 1/2 THE MAXIMUM SPECIFIED BY THE MANUFACTURER, WHICHEVER IS LESS. PUMP
INTAKES SHALL BE FLOATING AND SCREENED.
FILTER BAGS SHALL BE INSPECTED DAILY. IF ANY PROBLEM IS DETECTED, PUMPING SHALL CEASE IMMEDIATELY AND NOT RESUME UNTIL THE
PROBLEM IS CORRECTED.
` RIti/IIHtf111lIr+'•s
.••�rt''� C A R •�•'••.
+2QQQQ�1rss q .yw^
w 32 595 ;
K1~�9.
,
1/21/2021
PROFESSIONAL ENG/ARCH STAMP
l7RV UIVU JU Rr HI..0
SPACING ON DOWNGRADIENT
SIDE OF TUBE. ANGLE POSTS
TOWARD DIRECTION OF FLOW
FRONT VIEW
r
NTERLINE OF
DW PATH AND
BE
18 IN.
MIN.
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.
STANDARD CONSTRUCTION DETAIL #44
WEIGHTED SEDIMENT FILTER TUBE INSTALLATION
CONCENTRATED FLOW AREA
COMPOST FILTER SOCK
BLOWN/PLACED
FILTER MEDIA -
DISTURBED AREA
NOT TO SCALE
2 IN. x 2 IN. WOODEN STAKES
PLACED 10 FT ON CENTER
UNDISTURBED AREA
SECTION
/
© \ DISTURBED AREA % 3
© - - / / © EXISTING
CONTOURS
1 FT.
ORD
Y.
DIAMETER
: D � RANDOM FILL
COMPACTED FILL
SECTION VIEW
NOTES
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.
DITCH RELIEF CULVERT
NOT TO SCALE
NOTES:
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 LES;
B. PERMITTIVITY - 0.05 SEC-1;
C. APPARENT OPENING SIZE - 30 US STD. SIEVE; AND,
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 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
POSITIONED TO HANG ON A POST NIPPLE WHEN
TIGHTENED TO PREVENT SAGGING.
7. WRAP APPROXIMATELY 6 INCHES OF FABRIC AROUND THE
END POSTS AND SECURE WITH 3 TIES.
8. NO MORE THAN 24 INCHES OF A 36 INCH FABRIC IS
ALLOWED ABOVE GROUND LEVEL.
9. THE INSTALLATION SHOULD BE CHECKED AND
CORRECTED FOR ANY DEVIATIONS BEFORE COMPACTION.
10. COMPACTION IS VITALLY IMPORTANT FOR EFFECTIVE
RESULTS. COMPACT THE SOIL IMMEDIATELY NEXT TO THE
SILT FENCE FABRIC WITH THE FRONT WHEEL OF THE
TRACTOR, SKID STEER, OR ROLLER EXERTING AT LEAST
60 POUNDS PER SQUARE INCH. COMPACT THE UPSTREAM
SIDE FIRST, AND THEN EACH SIDE TWICE FOR A TOTAL OF
4 TRIPS.
WIRE
MESH
REINFORCEMENT
STEEL
POST
24" MAX.
RUNOFF
Ij _III III= FILTER FABRIC
24"MIN
. I�l;llll IIII�IIII-
BACKFILL TRENCH
WITH COMPACTED 8"
DOWN-4" FORWARD
SECTION VIEW
MAINTENANCE:
1. INSPECT AND REPAIR FENCE WEEKLY OR AFTER EACH
1/2 IN. STORM EVENT AND REMOVE SEDIMENT WHEN
DEPOSITS REACH 1/3 OF FENCE HEIGHT.
2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA
THAT WILL NOT CONTRIBUTE SEDIMENT OFF -SITE AND
CAN BE PERMANENTLY STABILIZED.
3. ANY SECTION OF SILT FENCE WHICH HAS BEEN
UNDERMINED OR OVERTOPPED SHALL BE IMMEDIATELY
REPLACED WITH A ROCK FILTER OUTLET (DETAIL 4 THIS
SHEET)
REINFORCED SILT FENCE (SS2)
PUMPED WATER FILTER BAG NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
*PROPRIETARY & CONFIDENTIAL *ALL RIGHTS RESERVED *DO NOT SCALE THIS DRAWING *USE DIMENSIONS ONLY
DUKE ENERGY & PIEDMONT NATURAL GAS DRAWINGS ARE CONFIDENTIAL *DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE *TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE, ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE
WITH RECORDS & INFO MANAGEMENT (RIM)
COMPOST FILTER
SOCK
18"DIA.X10'L
BLOWN/PLACED
FILTER MEDIA
DISTURBED AREA
2 IN, x 2 IN. WOODEN STAKES
PLACED 2 FT ON CENTER
ILT FENCE WITH 2 FT OVERLAP WITH FILTER SOCK
UNDISTURBED AREA
SECTION
DISTURBED AREA
o�
�v
SILT FENCE WITH 2 FT OVERLAP
WITH FILTER SOCK
COMPOST FILTER SOCK' 18"DIA. X 10' L
UNDISTURBED AREA 2 IN. x 2 IN. WOODEN STAKES
PLACED 2 FT ON CENTER
PLAN VIEW
NOTES
SOCK FABRIC SHALL UTILIZE AN OUTER NETTING THAT CONSISTS OF SEAMLESS, HIGH -DENSITY
POLYETHYLENE PHOTODEGRADABLE MATERIALS TREATED WITH ULTRAVIOLET STABILIZERS OR A
SEAMLESS, HIGH -DENSITY POLYETHYLENE NON -DEGRADABLE MATERIAL. CURLED WOOD EXCELSIOR
FIBER, OR NATURAL COCONUT FABER ROLLED EROSION CONTROL PRODUCTS ROLLED UP TO CREATE AN
INLET TUBE DEVICE ARE NOT ALLOWED.
COMPOST FILTER SOCK SHALL BE COMPOSED OF COMPACTED GEOTEXTILES, CURLED EXCELSIOR WOOD,
NATURAL COCONUT FIBERS, A HARDWOOD MULCH, OR A MIX OF THESE MATERIALS ENCLOSED BY A
FLEXIBLE NETTING MATERIAL.
ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES 1/2 THE ABOVE GROUND HEIGHT OF THE
SOCK AND DISPOSEDOF WITHIN THE LIMITS OF DISTURBANCE.
COMPOST FILTER SOCKS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT. DAMAGED
SOCKS SHALL BE REPAIRED ACCORDING TO MANUFACTURER'S SPECIFICATIONS OR REPLACED
WITHIN 24 HOURS OF INSPECTION.
BIODEGRADABLE COMPOST FILTER SOCKS SHALL BE REPLACED AFTER 6 MONTHS; PHOTODEGRADABLE
SOCKS AFTER 1 YEAR. POLYPROPYLENE SOCKS SHALL BE REPLACED ACCORDING TO MANUFACTURER'S
RECOMMENDATIONS.
UPON STABILIZATION OF THE AREA TRIBUTARY TO THE SOCK, STAKES SHALL BE REMOVED. THE SOCK MAY
BE LEFT IN PLACE AND VEGETATED OR REMOVED. IN THE LATTER CASE, THE MESH SHALL BE CUT OPEN
AND THE MULCH SPREAD AS A SOIL SUPPLEMENT.
SILT FENCE FILTER SOCK/TUBE OUTLET
COMPOST UNDISTURBED AREA �L2 IN. x 2 IN.
FILTER SOCK WOODEN STAKES
PLAN VIEW PLACED 10 FT ON
NOTES: CENTER
SOCK MATERIAL SHALL MEET THE STANDARDS OF SECTION 6.66 COMPOST SOCK OF THE NC EROSION AND
SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
COMPOST MATERIAL SHALL MEET THE STANDARD OF TABLE 6.18A OF THE NC EROSION AND SEDIMENT
CONTROL PLANNING AND DESIGN MANUAL, WITH THE EXCEPTION OF PARTICLE SIZE. SLIGHTLY MORE
COARSE COMPOST IS RECOMMENDED FOR THE SOCKS, AS FOLLOWS:
PARTICLE SIZE DISTRIBUTION
SIEVE SIZE PERCENT PASSING SELECTED SIEVE MESH SIZE, DRY WEIGHT BASIS
2" 99 % (3" MAXIMUM PARTICLE SIZE)
3/8" 30-50 %
COMPOST FILTER SOCK SHALL BE PLACED AT EXISTING LEVEL GRADE. BOTH ENDS OF THE BARRIER SHALL
BE EXTENDED AT LEAST 8 FEET UP SLOPE AT 45 DEGREES TO THE MAIN BARRIER ALIGNMENT. MAXIMUM
SLOPE LENGTH ABOVE ANY BARRIER SHALL NOT EXCEED THAT SPECIFIED FOR THE SIZE OF THE SOCK AND
THE SLOPE OF ITS TRIBUTARY AREA.
TRAFFIC SHALL NOT BE PERMITTED TO CROSS COMPOST FILTER SOCKS.
ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES 1/2 THE ABOVE GROUND HEIGHT OF THE
BARRIER AND DISPOSED IN THE MANNER DESCRIBED ELSEWHERE IN THE PLAN.
COMPOST FILTER SOCKS SHALL BE INSPECTED WEEKLY OR AFTER EACH 1/2 IN. STORM EVENT. DAMAGED
SOCKS SHALL BE REPAIRED ACCORDING TO MANUFACTURER'S SPECIFICATIONS OR REPLACED
WITHIN 24 HOURS OF INSPECTION.
BIODEGRADABLE COMPOST FILTER SOCKS SHALL BE REPLACED AFTER 6 MONTHS; PHOTODEGRADABLE
SOCKS AFTER 1 YEAR. POLYPROPYLENE SOCKS SHALL BE REPLACED ACCORDING TO MANUFACTURER'S
RECOMMENDATIONS.
UPON STABILIZATION OF THE AREA TRIBUTARY TO THE SOCK, STAKES SHALL BE REMOVED. THE SOCK MAY
BE LEFT IN PLACE AND VEGETATED OR REMOVED. IN THE LATTER CASE, THE MESH SHALL BE CUT OPEN
AND THE MULCH SPREAD AS A SOIL SUPPLEMENT.
COMPOST FILTER SOCK
NOT TO SCALE
REF. DWG(S) G-002-0001058
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
DUKE 01 Piedmont
fen ENERGY Natural Gas
COPYRIGHT 2018
LINE 2 SEGMENT 2 - I L I RETROFIT
EROSION AND SEDIMENT CONTROL DETAILS
B LADEN COUNTY, NC
FAYETTEVILLE, NORTH CAROLINA RESOURCE CENTER
SHEET(S)10 OF 14
DWG SCALE AS SHOWN
0
01 /20/2021
ISSUED FOR CONSTRUCTION
NCK
CM
DB
AREA CODE
1843
DATE
-
INITIALS
-
REGIONAL
ENGINEER
DWG DATE 12/23/2020
SUPERSEDED
ACCOUNT NUMBER
10700
PROJECT NUMBER
0231960
DATE
INITIALS
MGR TECH
REC &STD
DRAWING NUMBER
P N G-C-002-0001088
REVISION
0
DRAWING BY
-
STATION ID XX-X-XX-XXX-XXXX
DATE
-
INITIALS
-
PRINCIPAL
ENGINEER
CHECKER INITIALS
XXX
CIVIL / FAYETTEVILLE RESOURCE CENTER / LINE 2

OVERLAP 6 SOIL BACKFILL
IN. MIN. EXCAVATE CHANNEL TO
DESIGN GRADE AND CROSS
SECTION
3
FT. MOUNTABLE
TIMBER MAT APPROACH
OVERCUT CHANNEL 2 IN. TO DESIGN LONGITUDINAL
50' MIN.z.
-*- --!k-- -*- -4, __*_ _
ALLOW BULKING DURING SEED
BED PREPARATION DEPTH ANCHOR TRENCH
EXISTING ROADWAY
STEEL POST
EXTRA STRENGTH FILTER FABRIC 4' (1.25 LB/LIN FT STEEL- 5FT
NEEDED WITHOUT WIRE MESH FABRIC WIRE MESH MIN LENGTH)
�--
\\
OCEAM
CHANNEL
�
i
GEOTEXTILE EARTH FILL
\EXISTING
WIRE MESH SUPPORT
TEMPORARY SPAN
MIN 6" of 2"-3" PIPE AS NECESSARY
GROUND
REQUIRED AT OUTLET
SILT FENCE
BRIDGE CROSSING
WASHED
INTERMITTENT CHECK SLOT LONGITUDINAL ANCHOR TRENCH
STONE
PROFILE
NCDOT CLASS A RIP RAP
1'-6" HIGH
�a o
SHINGLE -LAP SPLICED ENDS OR BEGIN NEW ROLL IN
4'
�= - _
AN INTERMITTENT CHECK SLOT
��
z
STEEL POST
(1.25 LB/LIN FT STEEL- 5FT O
MIN LENGTH) 0 PLAN SYMBOL
�
�j
PREPARE SOIL AND APPLY SEED BEFORE MIN. SHINGLE LAP=6 IN.
�
INSTALLING BLANKETS, MATS, OR OTHER lG
b
/
TEMPORARY CHANNEL LINER SYSTEM.
��STREAM
CHANNEL
FLOW
_ TIMBER MAT APPR H
v
o
PONDING HEIGHT
FLOW STEEL POST
x
-� 24 IN. ABOVE GRADE
(MAX.)
PERSPECTIVE VIEW
ISOMETRIC VIEW
w
PLAN VIEW z
RUNOFF
INSTALL
Z2
18 # 57 WASHED
TIMBER MAT SIDEBOARDS OR
APPROACH
Q LINING * 1
a,, --STONE
COMPOST FILTER
1LONGITUDINAL
SOCKSOR OTHER TEMPORARY
SURFACE FLOW MATERIAL TO
Z1 ANCHOR TRENCH
MOUNTABLE BERM USED TO PROVIDE PROPER COVER FOR PIPE
NOTES: —III—III—III— /\\�• —III=
\//
1. A MINIMUM 6"' LAYER OF #57 WASHED STONE SHALL BE PLACED ON THE — — /�,�•—_—
SPAN
DIVERSION TO PREVENT BR DGE SURFACE FLOW
TRAP SEDIMENT FROM DIVERSION TO
CROSSING
MIGRATING FROM
B
(LOOKING DOWNSTREAM)
NOTES:
UPSTREAM FACE OF THE STONE OUTLET. 24" -III—III—III— III- —
1==1I1=1I 1=1I—III— 8"
TRAP
THE BRIDGE
CHANNEL CROSS-SECTION
1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLE
—I I III —III— III—III—�
MAINTENANCE =III=III=III —III—III-
ii
- ORIGINAL
* SEE MANUFACTURER'S LINING INSTALLATION DETAIL FOR STAPLE PATTERNS, VEGETATIVE STABILIZATION FOR SOIL
MATERIAL AND PROPERLY GRADE IT.
—_—_— —III—III=
1. REPLACE CLOGGED WASHED STONE AS NEEDED TO ENSURE
T A B K
AMENDMENTS, SEED MIXTURES AND MULCHING INFORMATION
2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE PLANS, AND SMOOTH
2. INSPECT AANG. — I —III —III
ND REPAIR FENCE WEEKLY OR AFTER EACH 1/2 IN. STORM
FILTER FABRIC FILTER FABRIC
IT.
EVENT AND REMOVE SEDIMENT WHEN DEPOSITS REACH 1/3 OF OUTLET
NOTES:
HEIGHT. ROCK SECTION DETAIL
STREAM BED
3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE OUTLET.
TRENCH WITH GRAVEL
LONGITUDINAL SECTION
ANCHOR TRENCHES SHALL BE INSTALLED AT BEGINNING AND END OF CHANNEL IN THE SAME MANNER AS LONGITUDINAL
4. USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY OF THE FOUNDATION IN LOCATIONS
ANCHOR TRENCHES.
SUBJECT TO SEEPAGE OR HIGH WATER TABLE.
CHANNEL DIMENSIONS SHALL BE CONSTANTLY MAINTAINED. CHANNEL SHALL BE CLEANED WHENEVER TOTAL CHANNEL
5. MOUNTABLE BERM SHALL BE INSTALLED WHEREVER OPTIONAL CULVERT PIPE IS USED AND PROPER
MAINTENANCE:
• TEMPORARY STREAM CROSSINGS SHALL BE INSPECTED ON A DAILY BASIS.
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
PIPE COVER AS SPECIFIED BY MANUFACTURER IS NOT OTHERWISE PROVIDED. PIPE SHALL BE SIZED
APPROPRIATELY FOR SIZE OF DITCH BEING CROSSED.
• DAMAGED CROSSINGS SHALL BE REPAIRED WITHIN 24 HOURS OF THE INSPECTION
ACCESS TO CHANNEL WITHOUT FURTHER DAMAGE. DAMAGED LINING SHALL BE REPAIRED OR REPLACED WITHIN 48 HOURS
AND BEFORE ANY SUBSEQUENT USE.
OF DISCOVERY.
MAINTENANCE: MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM
• SEDIMENT DEPOSITS ON THE CROSSING OR ITS APPROACHES SHALL BE REMOVED
WITHIN 24 HOURS OF THE INSPECTION.
NO MORE THAN ONE THIRD OF THE SHOOT (GRASS LEAF) SHALL BE REMOVED IN ANY MOWING. GRASS HEIGHT SHALL BE
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
• AS SOON AS THE TEMPORARY CROSSING IS NO LONGER NEEDED, IT SHALL BE
MAINTAINED BETWEEN 2 AND 3 INCHES UNLESS OTHERWISE SPECIFIED. EXCESS VEGETATION SHALL BE REMOVED FROM
NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED
REMOVED. ALL MATERIALS SHALL BE DISPOSED OF PROPERLY AND DISTURBED
AREAS STABILIZED.
PERMANENT CHANNELS TO ENSURE SUFFICIENT CHANNEL CAPACITY.
ONTO PUBLIC ROADWAYS.
• GEOTEXMLE FABRIC TO BE WRAPPED AROUND UNDERSIDE OF TEMPORARY SPAN
USE NAG SC150BN (OR APPROVED EQUAL) UNLESS OTHERWISE NOTED.
BRIDGE.
ROCK CONSTRUCTION ENTRANCE
SILT FENCE ROCK OUTLET (SFRO)
TEMPORARY BRIDGE
TEMPORARY MATTING (CHANNEL)
TB
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
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
*PROPRIETARY & CONFIDENTIAL *ALL RIGHTS RESERVED *DO NOT SCALE THIS DRAWING *USE DIMENSIONS ONLY
Artier
R o +r+0,
DUKE ENERGY & PIEDMONT NATURAL GAS DRAWINGS ARE CONFIDENTIAL *DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE *TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE, ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE
REF. DWG(S) G-002-0001058
�� •�-.
�•`�. ,ass► - ,E •.,+
WITH RECORDS & INFO MANAGEMENT (RIM)
Q { •
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
SHEET(S)11 OF 14
DWG SCALE AS SHOWN
"
LINE 2 SEGMENT 2 - I L I RETROFIT
0
01 /20/2021
ISSUED FOR CONSTRUCTION
NCK
CM
DB
AREA CODE
1843
DATE
INITIALS
REGIONAL
032595
3 -
_
_
ENGINEER
DWG DATE 12/23/2020
SUPERSEDED
ACCOUNT NUMBER
10700
r� DUKE Piedmont
EROSION AND SEDIMENT CONTROL DETAILS
DATE
INITIALS
"°'"E' •�
PROJECT NUMBER
0231960
-
-
MGR TECH
� ENERGY � Natural Gas
DRAWING NUMBER
REVISION
DRAWING BY
-
REC & STD
B LA D E N COUNTY N C
P N G-C-002-0001089
0
STATION ID XX-X-XX-XXX-XXXX
DATE
INITIALS
PRINCIPAL
1/21/2021
PROFESSIONAL ENG/ARCHSTAMP
-
-
ENGINEER
COPYRIGHT 2018
FAYETTEVILLE, NORTH CAROLINA RESOURCE CENTER
CHECKER INITIALS
I XXX
CIVIL / FAYETTEVILLE RESOURCE CENTER / LINE 2

GENERAL SEEDING REQUIREMENTS FOR UPLAND 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 LBS/ACRE"
(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
PENNINGTONT"' MAXQ JESUP TALL FESCUE
DRILLED: 25 LBSIACRE"
(OPTIONAL)
FGM: 2,000 LBS/ACRE"
NETTING, OR ASPHALT TACKING AT 400 GAUACRE. 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
PRODUCTSIm 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
PENNINGTONTIA SLOPEMASTER (SLOPES AND WOODED
AREAS):
50% GREYSTONE TALL FESCUE
PROFILE
REMAINDER OF ROW WITH
15% MOHAWK BERMUDA (COLD TOLERANT)
"BROADCAST: 80 LBS/ACRE
PRODUCTST°4 FLEXTERRA
FGM: 3.500 LBS/ACRE
SEED AND SOIL AMENDMENTS WILL BE BROADCAST PRIOR TO
SLOPES >25%
15% DURANA CLOVER
DRILLED: 40 LBSIACRE"
(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 (HOW) 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.
l A A I AITCAI A KI/ E.
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 LBS/ACRE)
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.
_ `ty1ltltlllltlry!!rf
,,,••'Q'C o f,58 I?.(A`- i.
o, Q4{ .
032595 '
L • -
1/21/2021
PROFESSIONAL ENG/ARCH STAMP
SOIL AMENDMENTS (TEMPORARY UPLAND SEEDING)
APPLICATION RATE
NOTE
AMENDMENT
(LBS/ACRES)
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR AT
A MINIMUM APPLY LIME AND FERTILIZER AT THE
GROUND AGRICULTURAL LIMESTONE
2,000 LBSIACRE
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.
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
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
RESEED/OVER SEED IF GROWTH IS NOT FULLY ADEQUATE. GROUND STABILIZATION SHALL BE PERFORMED PER TIME FRAMES OUTLINED IN GENERAL
SEEDING SPECIFICATIONS.
INC 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%
Carex lurida, 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
DUKE ENERGY & PIEDMONT NATURAL GAS DRAWINGS ARE CONFIDENTIAL *DRAWING IS CURRENT ONLY THROUGH THE LATEST REVISED DATE *TO ENSURE THERE IS NO RISK OF INAPPROPRIATE DISCLOSURE, ALL PREVIOUS PAPER COPIES OF THIS DRAWING MUST BE DESTROYED IN ACCORDANCE WITH RECORDS & INFO MANAGEMENT (RIM)
NO.1 DATE I REVISION(S) DESCRIPTION
0 101/20/20211 ISSUED FOR CONSTRUCTION
BY CHK JAPPID DESCRIPTION
NCK CM DB AREA CODE 1843
ACCOUNT NUMBER 10700
PROJECT NUMBER 0231960
DRAWING BY -
STATION ID XX-X-XX-XXX-XXXX
CHECKER INITIALS I XXX
APPROVALS
DATE INITIALS REGIONAL LINE 2 SEGMENT 2- I L I RETROFIT
ENGINEER nj
DATE - INITIALS DUKEPiedmont EROSION & SEDIMENT CONTROL SEEDING PLAN
REC &STD TECH El�`ViLERG_Y r6111 Natural Gas
EC DATE INITIALS
PRINCIPAL BLADEN COUNTY, NC
ENGINEER COPYRIGHT 2018 FAYETTEVILLE, NORTH CAROLINA RESOURCE CENTER
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
REF. DWG(S) G-002-0001058
SHEET(S) 12 OF 14 1 DWG SCALE AS SHOWN
DWG DATE 12/23/2020 SUPERSEDED
DRAWING NUMBER REVISION
P N G-C-002-000 1 090 0
CIVIL / FAYETTEVILLE RESOURCE CENTER /

Date
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE
WITH THE NCG01 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 NCG01 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
Site Area Description
this many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper
If slopes are 10 feet or less in length and
than 3:1
7
are not steeper than 2:1, 14 days are
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
(e) Areas with slopes
perimeter slopes and HQW 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 stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary Stabilization
Permanent Stabilization
Temporary grass seed covered with straw or
Permanent grass seed covered with straw
other mulches and tackifiers.
or other mulches and tackifiers
Hydroseeding
Geotextile fabrics such as permanent soil
Rolled erosion control products with or
reinforcement matting
without temporary grass seed
Hydroseeding
Appropriately applied straw or other mulch
Shrubs or other permanent plantings
Plastic sheeting
covered with mulch
Uniform and evenly distributed ground cover
sufficient to restrain erosion
Structural methods such as concrete,
asphalt or retaining walls
Rolled erosion control products with grass
seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during construction,
selecting from the NC DWR List of Approved 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.
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.
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.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
A PLASTIC NOTES:
LINING 1. ACTUAL LOCATION DETERMINED
0 O O 0 1:1 IN FIELD
SILT SIDE SLOP SANDBAGS (TYP.)
0 CE FENTYP.) OR STAPLES 2. THE CONCRETE WASHOUT
O O STRUCTURES SHALL BE
MAINTAINED WHEN THE LIQUID
0 0 3-0 AND/OR SOLID REACHES 75% OF
MIN. THE STRUCTURES CAPACITY.
0 O O 0 SANDBAGS (TYP.) &X'
A OR STAPLES MAX 3.CONCRETE WASHOUT
STRUCTURE NEEDS TO BE CLEARY
SECTION A -A BELOW GRADE WASHOUT STRUCTURE MARKED WITH SIGNAGE NOTING
1111 DEVICE.
SECTION B-B
CLEARLY MARKED
CONCRETE SIGNAGE
WASHOUT NOTING DEVICE NOTES:
(18"X24" MIN.) 1. ACTUAL LOCATION DETERMINED
IN FIELD
SANDBAGS (TYP.)
10MIL OR STAPLES
PLASTIC LINING COHESIVE &
SOIL BERM TION
SIDE
SLOPE
(TYP.)
MIN
3'-0 MIN
X' MAX.
)BAGS (TYP.)
OR STAPLES
ABOVE GRADE WASHOUT STRUCTURE
1111 1-1
CONCRETE WASHOUTS
2. THE CONCRETE WASHOUT
STRUCTURES SHALL BE MAINTAINED
WHEN THE LIQUID AND/OR SOLID
REACHES 75% OF THE STRUCTURES
CAPACITY TO PROVIDE ADEQUATE
HOLDING CAPACITY WITH A MINIMUM
12 INCHES OF FREEBOARD.
&CONCRETE WASHOUT STRUCTURE
NEEDS TO BE CLEARY MARKED WITH
SIGNAGE NOTING DEVICE.
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.
Page:
`E°R onmen QlQ Qtrry NCG-01 GROUND COVER & MATERIALS HANDLING

Page:
age:
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down for maintenance or close out unless this is infeasible. The circumstances in which it is not
feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather). Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal shall not commence until the E&SC plan authority has approved these items,
(b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include properly sited, designed and maintained dewatering tanks, weir tanks, and filtration system
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
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.
Inspect
Frequency
Inspection records must include:
(during normal
business hours)
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
If no daily rain gauge observations are made during weekend
good working
on holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those
unattended days (this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded
as "Zero." The permittee may use another rain -monitoring
device approved by the Division.
(2) E&SC
At least once per 7
1. Identification of the measures inspected
Measures
calendar days and
2. Date and Time of the inspection
within 24 hours of
3. Name of the person performing the inspection
a rain event >_ 1.0
4. Indication of whether the measures were operating properly
inch in 24 hours.
5. Description of maintenance needs for the measure
6. Description, Evidence, and date of corrective actions taken
(3) Stormwater
At least once per 7
1. Identification of the discharge outfalls inspected
discharge
calendar days and
2. Date and Time of the inspection
outfalls(SDOs)
within 24 hours of
3. Name of the person performing the inspection
a rain event >_ 1.0
4. Evidence of indicators of stormwater pollution such as oil
inch in 24 hours.
sheen, floating or suspended solids or discoloration
5. Indication of visible sediment leaving the site
6. Description, Evidence, and date corrective actions taken
(4) Perimeter
At least once per 7
If visible Sedimentation is found outside site limits, then record
of Site
calendar days and
of the following shall be made:
within 24 hours of
1) Actions taken to clean up or stabilize sediment that has left
a rain event >_ 1.0
the site limits
inch in 24 hours.
2) Description, Evidence and date of corrective actions taken
3) An explanation as to the actions taken to control future
releases
(5) Streams or
At least once per 7
If the stream or wetland has increased visible sedimentation or
wetlands
calendar days and
has visible increased turbidity from the construction activity, then
onsite or
within 24 hours of
a record of the following shall be made:
offsite (where
a rain event >_ 1.0
1) Description, Evidence and date of corrective actions taken
accessible)
inch in 24 hours.
2)Records of required reports to the appropriate Division
Regional Office per Part III, Section C, Item(2)(a) of this permit
(6) Ground
After each phase
1. The phase of grading (installation of perimeter E&SC
Stabilization
of grading.
measures, clearing and grubbing, installation of storm
Measures
drainage facilities, completion of all land -disturbing activity,
construction or redevelopment, permanent ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required timeframe
or assurance that they will be provided as soon as possible.
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 kept on site and available for inspection at
all times during normal business hours.
Item to Document
Document Requirements
Initial and date each E&SC measure on a copy of
(a) Each E&SC measure has been installed and
the approved E&SC plan or complete, date and
does not significantly deviate from the locations,
sign an inspection report that lists each
dimensions and relative elevations shown on the
measure shown on the approved plaan.n. This
approved E&SC plan.
documentation is required upoonn the initial
installation of the E&SC measures are modified
after initial installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC plan
or complete, date and sign an inspection report to
indicate completion of the construction phase.
(c) Ground cover is located and installed in
Initial and date a copy of the approved E&SC plan
accordance with the approved E&SC plan.
or complete, date and sign an inspection report to
indicate compliance with approved ground cover
specifications.
(d) The maintenance and repair requirements for
Complete, date and sign an inspection report.
all E&SC measures have been performed.
(e) Corrective actions have been taken to E&SC
Initial and date a copy of the approved E&SC plan
measures.
or complete, date and sign an inspection report to
indicate the completion of the corrective action.
2. Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for 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 twelve months. 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.
Documentation to be Retained for Three Years
All data used to complete the a-NOI and all inspection records shall be maintained for a period
of three years after project completion and made available upon request. [40 CFR 122.41 ]
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).
(c) 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.
(d) Anticipated bypasses and unanticipated bypasses.
(e) 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 Department's Environmental Emergency Center personnel at [phone].
Occurrence
Reporting Timeframe (After Discovery) and Other Requirements
(a) Visible
• Within 24 hours, an oral or electronic notification.
sediment
• Within 7 Calendar Days, a report that contains a description of the
deposition in a
sediment and actions taken to address the cause of the deposition.
stream or wetland
Division staff may waive the requirement for a written report on a case -
by -case basis.
• If the stream is named on the NC 303(d) list as impaired for sediment -
related caused, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure
compliance with the federal or state impaired -waters conditions.
(b) Oil spills and
• Within 24 Hours, an oral or electronic notification. The notification shall
release of
include information about the date, time, nature, volume and location
hazardous
of the spill or release.
substances per
item 1(b)-(c) above
(c) Anticipated
• A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
• Within 24 Hours, an oral or electronic notification
bypasses [40 CFR
• Within 7 calendar days, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
• Within 24 Hours, an oral or electronic notification
with the conditions
• Within 7 calendar days, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance, including
may endanger
exact dates and times, and if the noncompliance has not been
health or the
corrected, the anticipated time noncompliance is expected to continue;
environment [40
and steps taken or planned to reduce, eliminate and prevent
CFR 122.41(1)(7)]
reoccurrence of the noncompliance. [40 CFR 122.41(1)(6).
• Division staff may waive the requirement for a written report on a case -
by -case basis.
NORTH CAROLINA
Environmental Quality
NCG-01 SELF INSPECTION

U. S. DEPARTMENT OF AGRICULTURE SHEET NUMBER 14
SOIL CONSERVATION SERVICE BLADEN COUNTY, NORTH CAROLINA Line 2 Segment 2
- MY _�- � -„ , � � Issue 3
EnawxA s, (Joi s 9}r Nu _� 7oi
o Ra GbA Wd -
Gh Na rxA * — �_ Ln G° v It39 �
GbA Ra GbA Ra Nog fl.��� NoB r,r.q Ra o WN
t6�3 No GhA
Ex, N Lri Nob F0 A Ln A Ln
Gh ` hA Foa Gb CO dR "z _ Q �bA 7�1 �o� Ra NnA l WN Gm
Na GbA St tl� o - Ln 1yuH pQ 1
Gh
. Rs 'a NoF3 b
Z NoA 4. r bA NpA Dr o "y \
Gh A ErA Gh G ° �r�q o Nos GbA CIJ �-`J Gm Nab
N
Na Na I Lit `', Ha Z R z Gr�A iw, GbA `\\ W
'St o G6 i]uA �Ln
0A ExA x fxA ExA AuA FO n Ln NoB NoA 4+,r 4 Q. �� L'a GdA e o rtio0 GbA o No NuB Grn
Gh ry W 9
'} Ra NoA ll � NnA Q A Rp GbA 2}1 NuLI- Rn ; � rfi�soy N�1$ ' h � GbA Wa8 NIA �\ WN
1'dn i fih 1 BuA BuA
• Ln - [!A
ExA L' Ra P• y NoA Clnrkton L br NoAlVa +9 NoA
Ram GtlA Rn GbA
Gh Y GbA NoA Ra GbA° c c GbA
N:i Ra
Na Na 8uA GbA Fv Kell r AuA C 0 F a'.,9 G In ag Ln
Raven Ln Ra � GbA � NoB NuF � AYB FxA
Bag ExA
NoA �
Na C'h Fo Fri � .. 8uN
A Swamp 9 � JS Tr Tr Ln a� O p6 aB
NoA ] A
Fo Tr
g Na Gh I r Fo g't� St BuA Wa GbA SuA 20 Co duA J C+uA = DuA l,Fi rF Z Gm
r wo t� ExA Ra St Fa Fo. �� " St Q,,A St Dr a DuA Na
NOR ti Na WN
0 Ln BuA BuA Wa �y� y Buk QuA I Ra Ra J tt P�� No$ yP �,o
Ra Ra Fo AuA $uA Ra .1t,A�ayH G GbA Gnu
GbA A Nob Naba Na
t,n 7 Tr B1,A � xn �
! Nr,B Ra ExA �v k p AyR
St BuA BuA ! vq Fo Ln3 + GX �� Cep CJ NnB
LaA Fa lGrB
$uA Cc I,eA v GbA Ln Gm Tr ��o BuA was o Na A a' NoB t]r Not1 No Grn Ln v Gm
Ns�A Fo c< Gm Ln DuA ' WN
QuA Fp FO 4, AuA 1iL61 No Gh q NnA ExA ;
Fo Tr Tr St Gb4 Dr —� Tr Fo Fo o Ra Ra rda Gh 0 .~ Na NvB 2 Gm
ti NvP yVp St G,H Gr8 8uA Wn ExA r 9 GbR Na Gm c
G o
Tr Fo F° NoB' Dr Y r— i Gm
AyB //
Ai,A ? Fa BiiA Gm BuA Gm fibA BuA -itiv - t='9S] Ay8 GbR'^ G'rry _ 7 Gm O ''�� Na Grn �. 211 C GT y
[3uA _ _
Fo BuA Fo SN4 ExA 9
❑! �� WaB Gb ` Dr bA Ln Gh EKA WNl'M1 J WN r
Tr Wo Wa8 NoB BuA .t o . s: ExA ExA
Tr St Bu 2 AYB
Fo Fa Gh
Fa F'e G`r Fo Re ExA 0 AYB A'B S ExA
BuA po Ay6 a
Oc ;l• - AuA _R3 -� _
Sl � EYR ExA ExA 6 AvB 2 Gm ��C
Tr AuA v Dr Cam _ 4� C+ ExA A'I�� XA ExA sti Na
NoA F Tr O " NoB a9 Ln G6A Na
is 100.3 N ,A St o F° Tr tl�a6 "Oc Gin r ' EnA E Z Gm Na
No GbA BuA Dr A
q Ln A No
GbA Ln 4 �. C011INTY ! Ay$ AYB .
Na Gm WN ExA
G ExA Ay$ GM/!
ExA { mj WN Gm f
:z
59 Na
� r4"
c Gm m
17
AYR Na Gh > Gm
ExA
ExA
t?n. 'err r O n,r
1 Boa WN � € !, Ir-r._
LaH I. Na
Gm
WN
!Qo .. _
We jp i L' ; WN
wo
r
NoB
V
It
Ll
- -1
-�'� f .. c Gm CORN 1Y Gm Gh
K rA ff''}�y
We ' +s..C-14 Wa8 ExA
Oc _ WN �rt �4Sii, Gm
K L A
r t► iZ,,d
GbA t�'Ji J T I� 4 Gm J_`/ ' A
This map was compiled by U.S. Department of Agriculture,
Soil Conservation Service and cooperating agencies on 1974
photography obtained from U.S. Department of Interior,
Geological Survey.
M
m I
r_
NIP
7
5000 4000 3000 2000 1000 0 5000 10000 Feet
1 .5 0 1 2 3 Kilometers
Scale - 1 :24000
BLADEN COUNTY, NORTH CAROLINA NO. 14
l
+
� � s
Av rtt
,Oti
1
MIIIIIIIIIIIIII
I'
N
t.,
a
1
SHEET NO. 14 OF 18

U.S. Army Corps of Engineers OMB Control #: 0710-xxxx, Exp: Pending
WETLAND DETERMINATION DATA SHEET — Atlantic and Gulf Coastal Plain Region Requirement Control Symbol EXEMPT:
See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R (Authority: AR 335-15, paragraph 5-2a)
Project/Site: Line 2, Segments 2 and 3 In -Line Inspection Retrofit Project City/County: Bladen County Sampling Date: 10/15/20
Applicant/Owner: Duke Energy (PNG) State: NC Sampling Point: DP3 W2
Investigator(s): J. Velasquez Section, Township, Range: n/a
Landform (hillside, terrace, etc.): Floodplain Local relief (concave, convex, none): concave Slope (%): 0
Subregion (LRR or MLRA): LRR P, MLRA 133A Lat: 34.49989 Long:-78.631593 Datum: NAD 83
Soil Map Unit Name: WN= Wilbanks loam, frequently flooded NWI classification: PEM
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation , Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation , Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No Is the Sampled Area
Hydric Soil Present? Yes X No within a Wetland? Yes X No
Wetland Hydrology Present? Yes X No
Remarks:
Data point representative of an emergent wetland (Wetland 2).
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required: check all that apply)
—Surface Soil Cracks (136)
X Surface Water (Al) _Aquatic
Fauna (1313)
_Sparsely Vegetated Concave Surface (138)
X High Water Table (A2) _
Marl Deposits (B15) (LRR U)
—Drainage Patterns (1310)
_Saturation (A3) X
Hydrogen Sulfide Odor (Cl)
_Moss Trim Lines (1316)
—Water Marks (131) —Oxidized
Rhizospheres on Living Roots (C3)
_ Dry -Season Water Table (C2)
—Sediment Deposits (132) —Presence
of Reduced Iron (C4)
—Crayfish Burrows (C8)
X Drift Deposits (133) —Recent
Iron Reduction in Tilled Soils (C6)
—Saturation Visible on Aerial Imagery (C9)
_Algal Mat or Crust (134) _Thin
Muck Surface (C7)
_Geomorphic Position (D2)
_Iron Deposits (135) _Other
(Explain in Remarks)
_ShallowAquitard (D3)
X Inundation Visible on Aerial Imagery (137)
X FAC-Neutral Test (D5)
X Water -Stained Leaves (139)
Sphagnum Moss (D8) (LRR T, U)
Field Observations:
Surface Water Present? Yes X No
Depth (inches): 0
Water Table Present? Yes X No
Depth (inches): 0
Saturation Present? Yes X No
Depth (inches): 0
Wetland Hydrology Present? Yes X No
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
Wetland hydrology indicators are present.
ENG FORM 6116-2-SG, JUL 2018 Atlantic and Gulf Coastal Plain —Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: DP3 W2
Tree Stratum (Plot size: )
% Cover Species?
Status
Dominance Test worksheet:
1.
Number of Dominant Species
2.
That Are OBL, FACW, or FAC: (A)
3.
Total Number of Dominant
4.
Species Across All Strata: (B)
5.
Percent of Dominant Species
6.
That Are OBL, FACW, or FAC: (A/B)
7.
Prevalence Index worksheet:
8.
Total % Cover of: Multiply by:
=Total Cover
OBL species 190 x 1 = 190
50% of total cover:
20% of total cover:
FACW species 10 x 2 = 20
Sapling/Shrub Stratum (Plot size:
)
FAC species 0 x 3 = 0
1.
FACU species 0 x 4 = 0
2.
UPL species 0 x 5 = 0
3.
Column Totals: 200 (A) 210 (B)
4.
Prevalence Index = B/A = 1.05
5.
Hydrophytic Vegetation Indicators:
6.
_ 1 - Rapid Test for Hydrophytic Vegetation
7.
_2 - Dominance Test is >50%
8.
X 3 - Prevalence Index is <_3.01
=Total Cover
-Problematic Hydrophytic Vegetation' (Explain)
50% of total cover:
20% of total cover:
Herb Stratum (Plot size: 5 ft )
1. Juncus effusus
40 Yes
OBL
Indicators of hydric soil and wetland hydrology must
2. Persicaria glabra
40 Yes
OBL
be present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
3. Scirpus cyperinus 40 Yes OBL
4. Cyperus haspan
40 Yes
OBL
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
5. Carex lurida
30 No
OBL
more in diameter at breast height (DBH), regardless of
6. Rhynchospora fascicularis
10 No
FACW
height.
7.
Sapling/Shrub - Woody plants, excluding vines, less
8.
than 3 in. DBH and greater than 3.28 ft (1 m) tall.
9.
10.
Herb - All herbaceous (non -woody) plants, regardless
11.
of size, and woody plants less than 3.28 ft tall.
12.
200 =Total Cover
Woody Vine - All woody vines greater than 3.28 ft in
50% of total cover:
100 20% of total cover:
40
height.
Woody Vine Stratum (Plot size: )
1.
2.
3.
4.
5.
Hydrophytic
=Total Cover
Vegetation
50% of total cover:
20% of total cover:
Present? Yes X No
Remarks: (If observed, list morphological adaptations below.)
Hydrophytic vegetation is present
ENG FORM 6116-2-SG, JUL 2018 Atlantic and Gulf Coastal Plain -Version 2.0

SOIL Sampling Point: DP3 W2
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth
Matrix
Redox Features
(inches)
Color (moist)
%
Color (moist) % Type
Loc Texture
Remarks
0-4
10YR 3/1
95
7.5YR 4/6 5 C
PL Loamy/Clayey
Prominent redox concentrations
4-10
7.5YR 3/1
65
7.5YR 5/2 20 C
M
Faint redox concentrations
5YR 5/8 15 C
PL/M
Prominent redox concentrations
10-20
10YR 2/1
95
7.5YR 5/8 5 C
PL
Prominent redox concentrations
Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.)
Indicators for Problematic Hydric Soils3:
_ Histosol (Al)
—Thin Dark Surface (S9) (LRR S, T, U)
_ 1 cm Muck (A9) (LRR O)
_ Histic Epipedon (A2)
—Barrier Islands 1 cm Muck (S12)
_2 cm Muck (A10) (LRR S)
—Black Histic (A3)
(MLRA 153B, 153D)
X Coast Prairie Redox (A16)
X Hydrogen Sulfide (A4)
_Loamy Mucky Mineral (F1) (LRR O)
(outside MLRA 150A)
—Stratified Layers (A5)
—Loamy Gleyed Matrix (F2)
_ Reduced Vertic (F18)
—Organic Bodies (A6) (LRR P, T, U)
_ Depleted Matrix (F3)
(outside MLRA 150A, 150B)
_ 5 cm Mucky Mineral (A7) (LRR P, T, U)
X Redox Dark Surface (F6)
_ Piedmont Floodplain Soils (F19) (LRR P, T)
—Muck Presence (A8) (LRR U)
_ Depleted Dark Surface (F7)
_Anomalous Bright Floodplain Soils (F20)
_ 1 cm Muck (A9) (LRR P, T)
X Redox Depressions (F8)
(MLRA 153B)
_ Depleted Below Dark Surface (Al 1)
—Marl (F10) (LRR U)
—Red Parent Material (F21)
_Thick Dark Surface (Al2)
_Depleted Ochric (F11) (MLRA 151)
_Very Shallow Dark Surface (F22)
_Coast Prairie Redox (A16) (MLRA 150A)—
Iron -Manganese Masses (F12) (LRR O, P, T)
(outside MLRA 138, 152A in FL, 154)
—Sandy Mucky Mineral (S 1) (LRR O, S)
_ Umbric Surface (F13) (LRR P, T, U)
—Barrier Islands Low Chroma Matrix (TS7)
—Sandy Gleyed Matrix (S4)
—Delta Ochric (F17) (MLRA 151)
(MLRA 153B, 153D)
_Sandy Redox (S5)
_Reduced Vertic (F18) (MLRA 150A, 150B)
_Other (Explain in Remarks)
—Stripped Matrix (S6)
—Piedmont Floodplain Soils (F19) (MLRA 149A)
_ Dark Surface (S7) (LRR P, S, T, U)
_Anomalous Bright Floodplain Soils (F20)
_ Polyvalue Below Surface (S8)
(MLRA 149A, 153C, 153D)
3Indicators of hydrophytic vegetation and
(LRR S, T, U)
_Very Shallow Dark Surface (F22)
wetland hydrology must be present,
(MLRA 138, 152A in FL, 154)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches): Hydric Soil Present? Yes X No
Hydric soil indicators are present.
ENG FORM 6116-2-SG, JUL 2018 Atlantic and Gulf Coastal Plain —Version 2.0

U.S. Army Corps of Engineers OMB Control #: 0710-xxxx, Exp: Pending
WETLAND DETERMINATION DATA SHEET — Atlantic and Gulf Coastal Plain Region Requirement Control Symbol EXEMPT:
See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R (Authority: AR 335-15, paragraph 5-2a)
Project/Site: Line 2, Segments 2 and 3 In -Line Inspection Retrofit Project City/County: Bladen County Sampling Date: 10/15/20
Applicant/Owner: Duke Energy (PNG) State: NC Sampling Point: DP4-UPL
Investigator(s): J. Velasquez Section, Township, Range: n/a
Landform (hillside, terrace, etc.): slopeside, roadside Local relief (concave, convex, none): none Slope (%):
4
Subregion (LRR or MLRA): LRR P, MLRA 133A Lat: 34.500129 Long:-78.632443 Datum: NAD 83
Soil Map Unit Name: WN= Wilbanks loam, frequently flooded NWI classification: UPL
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation , Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation , Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No X Is the Sampled Area
Hydric Soil Present? Yes No X within a Wetland? Yes No X
Wetland Hydrology Present? Yes No X
Remarks:
Data point representative of an upland area adjacent to Wetland 2.
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required: check all that apply)
—Surface Soil Cracks (136)
_Surface Water (Al) _Aquatic
Fauna (1313)
_Sparsely Vegetated Concave Surface (138)
_ High Water Table (A2) _
Marl Deposits (B15) (LRR U)
—Drainage Patterns (1310)
_Saturation (A3) _Hydrogen
Sulfide Odor (Cl)
_Moss Trim Lines (1316)
—Water Marks (131) —Oxidized
Rhizospheres on Living Roots (C3)
_ Dry -Season Water Table (C2)
—Sediment Deposits (132) —Presence
of Reduced Iron (C4)
—Crayfish Burrows (C8)
_ Drift Deposits (133) —Recent
Iron Reduction in Tilled Soils (C6)
—Saturation Visible on Aerial Imagery (C9)
_Algal Mat or Crust (134) _Thin
Muck Surface (C7)
_Geomorphic Position (D2)
_Iron Deposits (135) _Other
(Explain in Remarks)
_ShallowAquitard (D3)
—Inundation Visible on Aerial Imagery (137)
_ FAC-Neutral Test (D5)
Water -Stained Leaves (139)
Sphagnum Moss (D8) (LRR T, U)
Field Observations:
Surface Water Present? Yes No
X Depth (inches):
Water Table Present? Yes No
X Depth (inches):
Saturation Present? Yes No
X Depth (inches):
Wetland Hydrology Present? Yes No X
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
Wetland hydrology indicators are not present.
ENG FORM 6116-2-SG, JUL 2018 Atlantic and Gulf Coastal Plain —Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: DP4-UPL
ADSOluie uominani Inaicaior
Tree Stratum (Plot size: )
% Cover Species? Status
Dominance Test worksheet:
1.
Number of Dominant Species
2.
That Are OBL, FACW, or FAC: 0 (A)
3.
Total Number of Dominant
4.
Species Across All Strata: 1 (B)
5.
Percent of Dominant Species
6.
That Are OBL, FACW, or FAC: 0.0% (A/B)
7.
Prevalence Index worksheet:
8.
Total % Cover of: Multiply by:
=Total Cover
OBL species 0 x 1 = 0
50% of total cover:
20% of total cover:
FACW species 0 x 2 = 0
Sapling/Shrub Stratum (Plot size:
)
FAC species 10 x 3 = 30
1.
FACU species 0 x 4 = 0
2.
UPL species 0 x 5 = 0
3.
Column Totals: 10 (A) 30 (B)
4.
Prevalence Index = B/A = 3.00
5.
Hydrophytic Vegetation Indicators:
6.
_ 1 - Rapid Test for Hydrophytic Vegetation
7.
2 - Dominance Test is >50%
8.
3 - Prevalence Index is !2.01
=Total Cover
-Problematic Hydrophytic Vegetation' (Explain)
50% of total cover:
20% of total cover:
Herb Stratum (Plot size: 5 ft )
1. Festuca
90 Yes
Indicators of hydric soil and wetland hydrology must
2. Rubus argutus
10 No FAC
be present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
3.
4.
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
5.
more in diameter at breast height (DBH), regardless of
6
height.
7.
Sapling/Shrub - Woody plants, excluding vines, less
8.
than 3 in. DBH and greater than 3.28 ft (1 m) tall.
9.
10.
Herb - All herbaceous (non -woody) plants, regardless
11.
of size, and woody plants less than 3.28 ft tall.
12.
100 =Total Cover
Woody Vine - All woody vines greater than 3.28 ft in
50% of total cover:
50 20% of total cover: 20
height.
Woody Vine Stratum (Plot size: )
1.
2.
3.
4.
5.
Hydrophytic
=Total Cover
Vegetation
50% of total cover:
20% of total cover:
Present? Yes No X
Remarks: (If observed, list morphological adaptations below.)
Hydrophytic vegetation is not present.
ENG FORM 6116-2-SG, JUL 2018 Atlantic and Gulf Coastal Plain -Version 2.0

SOIL
Sampling Point: DP4-UPL
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix
Redox Features
(inches) Color (moist) %
Color (moist) % Type Loc
Texture Remarks
0-3 2.5Y 5/4 100
Sandy
3-18 2.5Y 6/4 90
10YR 5/8 10
Sandy
Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.)
Indicators for Problematic Hydric Soils3:
_ Histosol (Al)
—Thin Dark Surface (S9) (LRR S, T, U)
_ 1 cm Muck (A9) (LRR O)
_ Histic Epipedon (A2)
—Barrier Islands 1 cm Muck (S12)
_2 cm Muck (A10) (LRR S)
—Black Histic (A3)
(MLRA 153B, 153D)
—Coast Prairie Redox (A16)
_Hydrogen Sulfide (A4)
_Loamy Mucky Mineral (F1) (LRR O)
(outside MLRA 150A)
—Stratified Layers (A5)
—Loamy Gleyed Matrix (F2)
_ Reduced Vertic (F18)
—Organic Bodies (A6) (LRR P, T, U)
_ Depleted Matrix (F3)
(outside MLRA 150A, 150B)
_ 5 cm Mucky Mineral (A7) (LRR P, T, U)
_ Redox Dark Surface (F6)
_ Piedmont Floodplain Soils (F19) (LRR P, T)
—Muck Presence (A8) (LRR U)
_ Depleted Dark Surface (F7)
_Anomalous Bright Floodplain Soils (F20)
_ 1 cm Muck (A9) (LRR P, T)
_ Redox Depressions (F8)
(MLRA 153B)
_ Depleted Below Dark Surface (Al 1)
—Marl (F10) (LRR U)
—Red Parent Material (F21)
_Thick Dark Surface (Al2)
_Depleted Ochric (F11) (MLRA 151)
_Very Shallow Dark Surface (F22)
_Coast Prairie Redox (A16) (MLRA 150A)—
Iron -Manganese Masses (F12) (LRR O, P,
T) (outside MLRA 138, 152A in FL, 154)
—Sandy Mucky Mineral (S 1) (LRR O, S)
_ Umbric Surface (F13) (LRR P, T, U)
—Barrier Islands Low Chroma Matrix (TS7)
—Sandy Gleyed Matrix (S4)
—Delta Ochric (F17) (MLRA 151)
(MLRA 153B, 153D)
_Sandy Redox (S5)
_Reduced Vertic (F18) (MLRA 150A, 150B)
_Other (Explain in Remarks)
—Stripped Matrix (S6)
—Piedmont Floodplain Soils (F19) (MLRA 149A)
_ Dark Surface (S7) (LRR P, S, T, U)
_Anomalous Bright Floodplain Soils (F20)
_ Polyvalue Below Surface (S8)
(MLRA 149A, 153C, 153D)
3Indicators of hydrophytic vegetation and
(LRR S, T, U)
_Very Shallow Dark Surface (F22)
wetland hydrology must be present,
(MLRA 138, 152A in FL, 154)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present? Yes No X
Hydric soil indicators are not present.
ENG FORM 6116-2-SG, JUL 2018 Atlantic and Gulf Coastal Plain —Version 2.0

17"
-2,e&
Photograph 1 — Project Area facing south
gw �vxp
I WWI'
Photograph 2 — Wetand 1 facing northeast

North Carolina Department of Natural and Cultural Resources
State Historic Preservation Office
Ramona M. Bartos, Administrator
Governor Roy Cooper Secretary D. Reid Wilson
January 27, 2021
Eric Mularski, PWS
HDR
440 South Church Street
Charlotte, NC 28202
eric.mularskighdrinc.com
Re: Line 2, Segments 2 and 3 In -Line Inspection Retrofit, between Bladenboro and Riegelwood, Bladen
and Columbus Counties, ER 21-0137
Dear Mr. Mularski:
Thank you for your email of December 22, 2020, regarding the above -referenced undertaking. We have
reviewed the submittal and offer the following comments.
We have conducted a review of the project and are aware of no historic resources which would be affected
by the project. Therefore, we have no comment on the project as proposed.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36
CFR Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill -Earley, environmental review coordinator, at 919-814-6579
or environmental.reviewgncdcr.gov. In all future communication concerning this project, please cite the
above referenced tracking number.
Sincerely,
Ramona Bartos, Deputy
State Historic Preservation Officer
Location: 109 East Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699-4617 Telephone/Fax: [phone]-6898

National Flood Hazard Layer FI RMette
78o38'16"W 3490'15"N
FEMA
BLADED O[JTY
f
+ 789739"W 34o29'45"N
I -.t7,000
0 250 500 1,000 1,500 2,000
Basemap: USGS National Map: Orthoimagery: Data refreshed October, 2020
Legend
SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT
Without Base Flood Elevation (BFE)
Zone A, V, A99
SPECIAL FLOOD Wit
hBFE orDepthZoneAE,AO,AH,Ve,Aa
HAZARD AREAS Regulatory Floodway
0.2% Annual Chance Flood Hazard, Areas
of 1% annual chance flood with average
depth less than one foot or with drainage
areas of less than one square mile Zonex
Future Conditions 1% Annual
4 '- Chance Flood Hazard Zonex
" Area with Reduced Flood Risk due to
OTHER AREAS OF Levee. See Notes. Zone
FLOOD HAZARD " Area with Flood Risk due to Leveezone D
NO SCREEN Area of Minimal Flood Hazard
Q Effective LOMRs
OTHER AREAS Area of Undetermined Flood Hazard
GENERAL - — - - Channel, Culvert, or Storm Sewer
STRUCTURES i i i i i i i Levee, Dike, or Floodwall
e zo.z Cross Sections with 1% Annual Chance
17.5 Water Surface Elevation
a - - - Coastal Transect
^^^µsfa— Base Flood Elevation Line (BFE)
Limit of Study
Jurisdiction Boundary
— --- Coastal Transect Baseline
OTHER _ Profile Baseline
FEATURES Hydrographic Feature
Digital Data Available AN
0 No Digital Data Available
MAP PANELS El Unmapped
QThe pin displayed on the map is an approximate
point selected by the user and does not represent
an authoritative property location.
This map complies with FEMA's standards for the use of
digital flood maps if it is not void as described below.
The basemap shown complies with FEMA's basemap
accuracy standards
The flood hazard information is derived directly from the
authoritative NFHL web services provided by FEMA. This map
was exported on 1/22/2021 at 11:51 AM and does not
reflect changes or amendments subsequent to this date and
time. The NFHL and effective information may change or
become superseded by new data overtime.
This map image is void if the one or more of the following map
elements do not appear: basemap imagery, flood zone labels,
legend, scale bar, map creation date, community identifiers,
FIRM panel number, and FIRM effective date. Map images for
unmapped and unmodernized areas cannot be used for
regulatory purposes.

Contact Name* Eric Mularski
Contact Email Address* [e-mail]
Project Owner* Piedmont Natural Gas
Project Name* PNG - Line 2 Segment 2 Issue 3 - In -Line Inspection Retrofit Project
Project County* Bladen
Owner Address:* Street Address
4720 Piedmont Row Drive
Address Line 2
aty State / Province / Pegion
Charlotte NC
Postal / Zip axle Country
28210 USACE
Is this a transportation project?* C Yes c: No
Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - F 401 Water Quality Certification -
Regular Express
F Individual Permit F Modification
F Shoreline Stabilization
Does this project have an existing project ID#?*
C Yes c: 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.*

PNG proposes to retrofit Line 2 to be efficiently assessed through In -
Line Inspection (ILI). ILI assessment of transmission pipeline assets is
part of Piedmont Natural Gas's Transmission Integrity Management
Program standards and practices.
PNG determined that an existing fitting was impacting their ability to
perform ILI tool inspections for the pipeline specifically at the Line 2
Segment 2 Issue 3 site. The project will consist of removing the wall
thickness transition piece and replacing it with a new one that
conforms with current PNG standards. An outage of the pipeline to
perform the work will not be feasible due to the current gas flow
demands. Therefore, a stopple system with a bypass will be installed
around the faulty fitting to allowfor continued gas flow during
replacement. Stopple fittings will be installed on the pipeline
approximately 10-feet in either direction. Access to the site will
require temporary driveways, a turnaround, and matting which will
result in unavoidable impacts to a jurisdictional wetland features.
According to General Water Quality Certification No. 4133, these
activities not require written authorization or approval from the
NCDWR. This is a for the record only submittal to comply with the
electronic Pre -Construction Notification Required for the USACE 404
Nationwide 12 authorization.
Please give a couple of dates you are available for a meeting.
2/12/2021
Please attach the documentation you would like to have the meeting about.
08_PlanSet Reduced.pdf 9.46MB
pdf only
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
1 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 *
Submittal Date 2/5/2021