20181640 Ver 1_1_Final Line 439 PCN_3.11.19_20190312

USACE NATIONWIDE PERMIT 12
DWQ WATER QUALITY CERTIFICATION #4133
Pre -Construction Notification
& Supporting Documentation
Piedmont Natural Gas/Duke Energy — Line 439 Project
Pitt County, North Carolina
PREPARED FOR
DUKE
Piedmont Natural Gas/Duke Energy
ENERGY®
Attn: Mr. Aaron Weldon
Piedmont
4720 Piedmont Row Drive
0'I Natura Gas
Charlotte, NC 28210
PREPARED BY
} Dramby Environmental Consulting, Inc.
oRAM�Y 8801 Fast Park Drive, Suite 30
Raleigh, NC 27612
;: Vanasse Hangen Brustlin, Inc.
VW 351 McLaws Circle, Suite 3
Williamsburg, VA 23185
03.11.2019

Pre -Construction Notification and Permit Support Document
Piedmont Natural Gas
Line 439 Project
Pitt County, North Carolina
PREPARED FOR
(' DUKE031
Piedmont
ENERGY, Natural Gas
Piedmont Natural Gas
Attn: Mr. Aaron Weldon
4720 Piedmont Row Drive
Charlotte, North Carolina 28210
PREPARED BY
DRAMBY
h4
Dramby Environmental Consulting, Inc.
8801 Fast Park Drive, Suite 301
Raleigh, North Carolina 27612
3/11/2019

PNG Line 439 Project: Pre -Construction Notification and Permit Support Document
Table of Contents
Introduction........................................................................................................................................................1
1.1 Project Location................................................................................................................................................................1
1.2 Existing Site Conditions.................................................................................................................................................3
1.3 Project Purpose.................................................................................................................................................................3
1.4 Project Description..........................................................................................................................................................3
AlternativesAnalysis.........................................................................................................................................5
2.1 Offsite Analysis..................................................................................................................................................................5
2.1.1 No -action Alternative....................................................................................................................................7
2.1.2 Action Alternatives.........................................................................................................................................7
Construction Procedures for WOUS Crossings.................................................................................................34
2.2 Onsite Analysis for the LEDPA....................................................................................................................................9
3.3
2.2.1 Environmental Information......................................................................................................................10
2.2.2 Development of LEDPA Design..............................................................................................................22
3.3.1 Diffuse Flow Plan..........................................................................................................................................37
2.3 Avoidance and Minimization....................................................................................................................................23
2.3.1 LEDPA Impacts Summary..........................................................................................................................23
37
2.3.2 Avoidance and Minimization During Construction........................................................................24
Erosion and Sediment Control.................................................................................................................................38
2.3.3 Conceptual Compensatory Mitigation Plan......................................................................................28
3.5
GeneralConstruction Methods......................................................................................................................32
3.1
Construction Sequence...............................................................................................................................................33
3.2
Construction Procedures for WOUS Crossings.................................................................................................34
3.3
Stormwater Management..........................................................................................................................................37
3.3.1 Diffuse Flow Plan..........................................................................................................................................37
3.3.2 Stormwater Management Plan and Certified Local Government Stormwater Review....
37
3.4
Erosion and Sediment Control.................................................................................................................................38
3.5
Environmental Monitoring........................................................................................................................................39
Regulatory Compliance Summary.................................................................................................................40
4.1 CWA Section 401...........................................................................................................................................................40
4.2 CWA Section 404...........................................................................................................................................................40
4.3 CWA Section 408...........................................................................................................................................................41
4.4 Section 10 Rivers and Harbors Act.........................................................................................................................41
i Table of Contents

List of Tables
Tahla Nn
Table 1
Table 2
Table 3
Table 4
Table 5
Table 6
PNG Line 439 Project: Pre -Construction Notification and Permit Support Document
Description
Page
Preliminary Route Comparison for Action Alternatives*...........................................7
ESA Determinations for Protected Species and Critical Habitat...............................16
Summary of Cultural Resources and Recommendations.........................................18
Initial Site Design Impact Assessment......................................................................22
Design Modifications for the LEDPA......................................................................... 22
Avoidance and Minimization of WOUS Impacts.......................................................23
ii Table of Contents

PNG Line 439 Project: Pre -Construction Notification and Permit Support Document
List of Figures
Figure No. Description
Page
Figure 1: Project Location Map..................................................................................................2
Figure 2: Alternatives Analysis Map..........................................................................................6
Figure 3: Diagram of Typical Pipeline Installation...................................................................34
Figure 4: Cross-section of Typical HDD Practices.....................................................................36
iii Table of Contents

PNG Line 439 Project: Pre -Construction Notification and Permit Support Document
List of Appendices
APPENDIX A — PRE -CONSTRUCTION NOTIFICATION WITH COMPLIANCE TABLES
APPENDIX B — EROSION AND SEDIMENT CONTROL PLAN
APPENDIX C — SITE RESTORATION/ REVEGETATION PLAN
APPENDIX D— HDD CONTINGENCY PLAN
APPENDIX E - REQUEST FOR PRELIMINARY JURISDICTIONAL DETERMINATION
APPENDIX F— RIPARIAN BUFFER DETERMINATION REQUEST
APPENDIX G — PHASE 1 CULTURAL RESOURCES SURVEY REPORT
APPENDIX H - DMS CREDIT AVAILABILITY LETTERS
APPENDIX I —THREATENED AND ENDANGERED SPECIES DATA
APPENDIX J - ENVIRONMENTAL MONITORING PLAN
APPENDIX K —CONSTRUCTION PLANS
iv Table of Contents

PNG Line 439 Project: Pre -Construction Notification and Permit Support Document
Executive Summary
The applicant Piedmont Natural Gas (PNG, a subsidiary of Duke Energy) is an energy
services company primarily engaged in the distribution of natural gas to more than 1
million residential, commercial, industrial and power generation customers in portions
of North Carolina, South Carolina, and Tennessee including customers served by
municipalities who are wholesale customers. PNG proposes to install approximately
20 miles of 12 -inch natural gas transmission line to replace an existing line (Line 24)
that runs through the City of Greenville. The capacity of the existing transmission line
24 has been exceeded with the growth of the customer base and must be replaced
with a larger capacity line. The existing line 24 pipe cannot be replaced within the
same easement due to congestion and workspace restrictions in the area. As such,
the applicant proposes to replace Line 24 with a slightly larger diameter pipeline at a
new location to continue serving the Pitt County area. The approximate 664 -acre
project study area is located within the Tar -Pamlico and Neuse River Basins, just south
of Greenville, North Carolina (Appendix A, Project Figures Tab).
Sections 401 and 404 of the Clean Water Act (CWA), and Section 10 of the Rivers and
Harbors Act, require that discharges of dredge or fill material into waters of the U.S.
(WOUS) be authorized under permits from the State and the U.S. Army Corps of
Engineers (USACE). A detailed wetland delineation was completed to identify potential
WOUS, including wetlands, within the project study area. Wetland resources identified
include 108.66 acres of palustrine forested (PFO) wetlands, 6.06 acres of palustrine
scrub -shrub (PSS) wetlands, and 20.47 acres of palustrine emergent (PEM) wetlands.
Other resources included 0.70 acres of palustrine unconsolidated bottom (PUB) open
water, 262 linear feet of the Tar River, 3,476 linear feet of perennial (R3) streams, 2,042
linear feet of intermittent (R4) streams, and 12,196 linear feet of modified stream
channels. The results of the wetland delineation are presented in Section 2.2 and in
the final wetland delineation report (Appendix E).
Based on the proposed project activities and potential impacts to jurisdictional
resources, the applicant is required to submit a Pre -Construction Notification (PCN)
for verification of a USACE Nationwide Permit 12 (NWP-12) and associated N.C.
Department of Environmental Quality (DEQ) General Water Quality Certification
#4133. In compliance with state and federal regulations, proposed project activities
will avoid and minimize impacts to jurisdictional resources to the maximum extent
practicable while still maintaining the project purpose and need. Proposed impacts
include temporary construction impacts to 18.49 acres of wetlands, 5,479 linear feet
of stream channel, 0.16 acres of open water, and 142,523 square feet of riparian buffer.
Proposed impacts in maintained project easements include 13.75 acres of PFO/PSS
wetland conversion to PEM wetlands in maintained easements, and permanent
impacts to 140,524 square feet of riparian buffer. Proposed impacts for permanent
access roads include 0.06 acres of PFO wetlands, 0.01 acres of PEM wetlands, and 235
linear feet of modified stream channels.
In compliance with NWP-12 and General Water Quality Certification 4133 permit
conditions, the project's Conceptual Compensatory Mitigation Plan proposes to offset
i Executive Summary

PNG Line 439 Project: Pre -Construction Notification and Permit Support Document
unavoidable wetland conversion, permanent stream, and permanent riparian buffer
impacts by purchasing credits from Flat Swamp Mitigation Bank and the state in -lieu
fee mitigation fund (Division of Mitigation Services (DMS)). The majority of converted
PFO/PSS wetlands are proposed to be mitigated at a 1:1 ratio. Based on discussions
with resource agencies, converted PFO/PSS wetlands in key areas of the watershed
(e.g., Swift Creek, Fork Swamp, Juniper Branch, and the Tar River) are proposed to be
mitigated at a 2:1 ratio. Permanent riparian buffer impacts are proposed to be
mitigated at the standard ratios shown in Table 6 of the Pre -Construction Notification
(Appendix A). Permanent modified stream channel impacts are proposed to be
mitigated at the standard 2:1 ratio. The conceptual compensatory mitigation plan is
further detailed in Section 2.3.3 of this Permit Support Document.
Federally protected resources under the Endangered Species Act (ESA) such as
federally threatened and endangered species, and critical habitat, are known to exist
near the project study area. Direct and indirect effects to these resources will be
avoided using measures such as horizontal directional drilling, resulting in an ESA
determination of "no affect" or "not likely to adversely affect" federally protected
resources. Supporting documentation for ESA determinations is provided in Section
4.2 and Appendix I. Regarding Section 106 of the National Historic Preservation Act
(NHPA), offsite and onsite investigations showed that no known eligible historic
structures or archeological features exist within the project study area. Results of the
detailed Phase I Cultural Resources Survey are provided in Section 2.2 and Appendix G.
The applicant is seeking authorization under the General Water Quality Certification
#4133 from the NCDWQ and the USACE NWP-12. This permit support document and
the enclosed PCN provide detailed descriptions of the project study area, existing
conditions, purpose and need, alternatives analyses, jurisdictional resources,
proposed impacts, avoidance and minimization measures, and the proposed
compensatory mitigation plan.
ii Executive Summary

1
PNG Line 439 Project: Pre -Construction Notification and Permit Support Document
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Introduction
The applicant Piedmont Natural Gas (PNG, a subsidiary of Duke Energy) is an energy
services company primarily engaged in the distribution of natural gas to more than 1
million residential, commercial, industrial and power generation customers in portions
of North Carolina, South Carolina, and Tennessee including customers served by
municipalities who are wholesale customers.
Through the Line 439 Project, PNG proposes to install approximately 20 miles of 12 -
inch natural gas transmission line to replace an existing transmission main that runs
through the City of Greenville. The capacity of the existing transmission line 24 has
been exceeded with the growth of the customer base in the area and must be replaced
with a larger capacity line. The existing line 24 pipe cannot be replaced within the
same easement due to congestion and workspace restrictions in the area. As such,
the applicant proposes to replace Line 24 with a slightly larger diameter pipeline at a
new location to continue serving the Pitt County area.
1.1 Project Location
The project area is comprised of approximately 664 acres of land along a proposed
20 -mile project corridor in Pitt County, North Carolina in close proximity to the
southern extent of the City of Greenville (see Figure 1 on Page 2). The corridor begins
near Nash Joyner Road to the west of the City and encircles southern Greenville from
west to east before reaching the corridor terminus at Sunny Side Road. The project
area is located in both the Tar -Pamlico and Neuse River Basins in Hydrologic Unit
Code (HUC) 03020202 and 03020103.
Pitt County is in the Middle and Upper Atlantic Coastal Plain physiographic province.
The project alignment runs through a broad, flat area with slopes generally less than
4 percent. The County spans the interstream divide separating the Tar -Pamlico and
Neuse River Basins, and the interstream divide separating the Middle Neuse and
Contentnea sub basins of the Neuse River Basin.
1 Introduction

March 11, 2019
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SCALE IN MILES I NE, Green Ile SW, an Greenville SE, North
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Line 439 Project Pitt County, North Carolina
Permit Support Document
FIGURE 1
Project Location Map
Dramby Environmental Consulting
rD-RA-m--a-yl
8801 Fast Park Drive, Suite 30
Raleigh, North Carolina 27612
351 McLaws Circle, Suite 3
V V
Williamsburg, Virginia 23185
Permit Support Document
FIGURE 1
Project Location Map

PNG Line 439 Project: Pre -Construction Notification and Permit Support Document
1.2 Existing Site Conditions
Most of the study area is comprised of existing agricultural land interspersed with
residential developments, arterial and secondary roadways, utility lines, forested wood
lots, and natural vegetation communities. Natural areas are early successional
communities where previous land management occurred. The western portion of the
study area also intersects the Greenville Southwest Bypass project (Future US264),
construction activities for which are ongoing.
The project area is located on the Greenville SW and Greenville SE USGS Quadrangles.
The USGS maps show that more than half of the study area is composed of agricultural
"open" lands between various tracts of forested cover, residential development, or
road networks. The study area crosses seven named streams and swamps, identified
as Juniper Branch, Fork Swamp, Swift Creek, Horsepen Swamp, Indian Well Swamp,
Mill Creek, and the Tar River. Several unnamed headwater streams are also depicted
as perennially flowing (as indicated by a solid blue line on the Quadrangles) tributaries
to the above -referenced named systems.
Although USGS maps show contour elevations that range between approximately 10
feet and 70 feet above mean sea level (msl), the higher end of that range is
representative of most of the project study area. Elevation decreases as the study area
crosses natural drainageways, with the lowest elevation found along the expansive Tar
River floodplain intersecting the eastern end of the project corridor.
1.3 Project Purpose
PNG proposes to install approximately 20 miles of new 12 -inch natural gas
transmission line (Line 439) to replace an existing transmission main that runs through
the City of Greenville. The capacity of the existing transmission line 24 has been
exceeded with the growth of the customer base in the area and must be replaced with
a larger capacity line. The existing line 24 pipe cannot be replaced within the same
easement due to congestion and workspace restrictions in the area. As such, the
applicant proposes to replace Line 24 with a slightly larger diameter pipeline at a new
location to continue serving the Pitt County area.
1.4 Project Description
The project involves installing approximately 20 miles of 12 -inch pipeline via open cut
and horizontal directional drilling (HDD) methods. The project requires two valves
settings along the route, tie-in's to existing PNG facilities, permanent and temporary
access roads and abandoning approximately 4 miles of the existing transmission main
(Line 24) within the City of Greenville. Line 24 is a total of 6.1 miles; a 4 -mile portion
of Line 24 will be grouted and capped during construction of Line 439. No impacts to
jurisdictional resources are required to grout and cap Line 24. Existing access areas
will be used to perform the work in that area. The remaining 3 miles will be fully retired
in 2021/2022 once Line 439 is operational.
3 Introduction

PNG Line 439 Project: Pre -Construction Notification and Permit Support Document
Fifteen temporary and eight permanent access roads are required along the proposed
project corridor to provide adequate linkages to nearby roadways for construction
equipment and machinery. The limits of disturbance (LOD) for access roads are
designed at 20 -feet wide and vary in length depending on proximity to main roads.
When possible, proposed access roads utilize existing forest roads, farm roads, or
other unpaved pathways to minimize impacts to existing natural areas, croplands, and
jurisdictional resources. Additionally, a 16.22 -acre site is included at the eastern end
of the proposed corridor as a laydown yard for construction staging activities. This
site was selected due to dry, open conditions near the height of land, and its existing
use for storage of equipment and materials.
Upon agency approval, the project will begin with survey and staking, erosion and
sediment control installation, and clearing and grading activities, allowing crews to
string, weld, and install the pipeline via open -cut trench installation, except in areas
designated for horizontal directional drilling. The pipeline will be laid on a gravel bed
inside the trench and covered with soil to achieve natural grades. Pipelines typically
are installed at a depth 3 feet or more in accordance with federal, state and local
regulations. Six locations within the project study area have been designated as
appropriate for pipeline installation via HDD to avoid environmental and roadway
impacts. From west to east, the first HDD location will be used to install pipeline under
the Greenville Bypass (Future US264). Other locations for HDD include Swift Creek,
Old NC -11 (SR -1149), Fork Swamp, Juniper Branch, and the Tar River.
Prior to operation the pipeline will be carefully inspected and tested per USDOT
regulations. The entire construction and installation process will be monitored by
inspectors and will proceed as quickly and with as little impact as possible to the
environment, landowners, and the community. State -approved erosion and sediment
controls (see ESC Plan in Appendix B) will be installed and monitored during
construction to comply with local, state, and federal regulations.
4 Introduction

z
PNG Line 439 Project: Pre -Construction Notification and Permit Support Document
Alternatives Analysis
Piedmont Natural Gas carefully considered the following factors when determine
project alternatives: safety and reliability, environmental and cultural impacts,
disruption to existing homes, businesses and local commuters. PNG was dedicated to
finding the best possible route that causes the least amount of disruption and
committed to work with property owners well in advance of construction to make as
many reasonable accommodations as possible. PNG was committed to protecting
significant cultural sites, environmentally sensitive areas and endangered species, and
works with appropriate federal and state agencies to fully comply with all applicable
laws and regulations. Beyond that, PNG has its own standards designed to minimize
the impact of construction activities on surrounding areas.
As with most linear projects, WOUS cannot be completely avoided due to the
extensive nature and network of aquatic resources. The USACE evaluation under NWP
12 ensures that the unavoidable impacts to WOUS at each single and complete
crossing are avoided and minimized to the maximum extent practicable in order to
ensure no more than minimal individual and cumulative impacts on WOUS. The
applicant has completed an alternatives analysis both offsite and onsite as detailed
below to find the least environmentally damaging and practical alternative that meets
the purpose and need of the project.
2.1 Offsite Analysis
Five action alternatives were considered to complete the offsite analysis (see Figure 2
on Page 6), and for comparison to a no -action alternative. The purpose of the analysis
was to determine the least environmentally damaging and practical alternative
(LEDPA) that meets the purpose and need of the project. As stated in Section 1.3, the
project purpose is to install approximately 20 miles of new 12 -inch natural gas
transmission line (Line 439) to replace an existing transmission main that has exceeded
its capacity. The existing line 24 pipe cannot be replaced within the same easement
due to congestion and workspace restrictions in the City of Greenville. As such, the
applicant proposes to replace Line 24 with a slightly larger diameter pipeline at a new
location to continue serving the Pitt County area.
5 Alternatives Analysis
c�
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Alternatives Analysis
Piedmont Natural Gas carefully considered the following factors when determine
project alternatives: safety and reliability, environmental and cultural impacts,
disruption to existing homes, businesses and local commuters. PNG was dedicated to
finding the best possible route that causes the least amount of disruption and
committed to work with property owners well in advance of construction to make as
many reasonable accommodations as possible. PNG was committed to protecting
significant cultural sites, environmentally sensitive areas and endangered species, and
works with appropriate federal and state agencies to fully comply with all applicable
laws and regulations. Beyond that, PNG has its own standards designed to minimize
the impact of construction activities on surrounding areas.
As with most linear projects, WOUS cannot be completely avoided due to the
extensive nature and network of aquatic resources. The USACE evaluation under NWP
12 ensures that the unavoidable impacts to WOUS at each single and complete
crossing are avoided and minimized to the maximum extent practicable in order to
ensure no more than minimal individual and cumulative impacts on WOUS. The
applicant has completed an alternatives analysis both offsite and onsite as detailed
below to find the least environmentally damaging and practical alternative that meets
the purpose and need of the project.
2.1 Offsite Analysis
Five action alternatives were considered to complete the offsite analysis (see Figure 2
on Page 6), and for comparison to a no -action alternative. The purpose of the analysis
was to determine the least environmentally damaging and practical alternative
(LEDPA) that meets the purpose and need of the project. As stated in Section 1.3, the
project purpose is to install approximately 20 miles of new 12 -inch natural gas
transmission line (Line 439) to replace an existing transmission main that has exceeded
its capacity. The existing line 24 pipe cannot be replaced within the same easement
due to congestion and workspace restrictions in the City of Greenville. As such, the
applicant proposes to replace Line 24 with a slightly larger diameter pipeline at a new
location to continue serving the Pitt County area.
5 Alternatives Analysis

March 11, 2019
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LEGEND -
Alt -1 - Current Line 24 (6.10 miles)
Alt -2 - Northern Route 1 19.53 miles
Alt -3 - Northern Route 1 (18.00 miles) � r It
Alt -4 - Southern Route 1 (19.48 miles)
r Alt -5 - Southern Route 1 (4.92 miles)
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SCALE IN MILES _u . I�
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Line 439 Project Pitt County, North Carolina
Permit Support Document
Dramby Environmental Consulting
DRAMBY_ 8801 Fast Park Drive, Suite 30
Raleigh, North Carolina 27612
FIGURE 2
351 McLaws Circle, Suite 3
V�lv Williamsburg, Virginia 23185 Alternatives Analysis Location Map

PNG Line 439 Project: Pre -Construction Notification and Permit Support Document
2.1.1 No -action Alternative
The existing Line 24 natural gas line bisects the City of Greenville in an east -west
orientation for approximately seven miles. Line 24 has exceeded its capacity and must
be replaced with a larger diameter pipeline to meet the current and future demands
of the area. The no -action alternative would require the existing Line 24 to remain in
use and would not meet the purpose and need for this project.
2.1.2 Action Alternatives
Five action alternatives were considered for the PNG Line 439 Project. Of these,
Alternative 1 considered the feasibility of replacing the Line 24 pipeline within its
current footprint through the City of Greenville. The other four action alternatives
evaluated options to relocate the pipeline beyond City boundaries in Pitt County.
Alternative 1 was considered but dismissed due to in ability to meet the project's
purpose and need, and limitations to improve the pipeline corridor within the City's
built environment. The remaining four alternatives were subsequently evaluated for
their potential to meet the purpose and need of the project, in locations north and
south of Greenville with less constraints from the built environment.
These four action alternatives were evaluated as Alternative 2 (Alt -2, Northern Route
1), Alternative 3 (Alt -3, North Route 3), Alternative 4 (Alt -4, South Route 1), and
Alternative 5 (Alt -5, South Route 2) using a preliminary route comparison focused on
the following metrics:
• Pipeline Length
• Environmental Impacts (e.g., river, stream, and wetland crossings)
• Terrain Suitability
• Existing Land Use
• Major and Minor Road Crossings
• Land Parcel Impacts
The results of the preliminary route comparison for Action Alternative 2 through 5 are
summarized in Table 1 below.
Table 1 Preliminary Route Comparison for Action Alternatives*
7 Alternatives Analysis
Unit and
ALT -2
ALT -3
ALT -4
ALT -5
Metric Evaluated**
Subtype
(North 1)
(North 2)
(South 1)
(South 2)
Ft. of
103,138
95,080
102,842
96,405
pipeline:
Pipeline Length
Miles of
19.53
18.01
19.48
18.26
pipeline
Environmental
# of River
1
11
1
Impacts
Crossings:
7 Alternatives Analysis

PNG Line 439 Project: Pre -Construction Notification and Permit Support Document
Metric Evaluated"
Unit and
ALT -2
ALT -3
ALT -4
ALT -5
Subtype
(North 1)
(North 2)
(South 1)
(South 2)
# of
Stream
6
6
7
5
Crossings:
Ft. of
Wetlands:
14,165
12,760
8,985
6,600
Ft. of dry,
open land:
52,243
49,025
66,567
63,327
Ft. of wet,
open land:
2,015
0
1,800
1,800
Terrain Suitability
Ft. of dry,
woodland:
32,820
28,575
23,590
23,525
Ft. of wet,
woodland:
12,150
12,760
7,185
4,800
Ft. Comm.
and
900
900
0
0
Industrial
Land Use
Ft.
Congested
3,010
3,820
3,700
2,985
Residential:
# of Major
Roads:
7
5
3
4
Road Crossings
# of Minor
Roads:
19
19
25
23
# of Parcel
Land Parcel Impacts
140
129
141
138
Impacts.
"Metrics evaluated were assessed based on existing GIS information (e.g., National Wetland Inventory)
Each action alternative is described below and depicted on the Alternatives Analysis
Map provided in Figure 2 on Page 6.
ALT -1 (Current Line 24): As stated above, Alternative 1 assessed the feasibility of
meeting the project's purpose and need by replacing Line 24 "in-place". The benefits
of this alternative included the utilization of an existing transmission line corridor with
few environmental impacts. However, the alternative analysis showed that the level of
practicality was very low due to constraints presented with limitation of the built
environment in the City of Greenville. These constraints include workspace restrictions,
health and safety requirements of pipeline contractors during construction, public
safety, pedestrian and traffic impacts, and historic resources. Additional easements
and workspace would be required to replace the pipeline within the existing
easement. The existing built environment and congestion in the area would prevent
required additional workspace and permanent easements needed. Therefore,
Alternative 1 was dismissed from further evaluation due to the impracticality
associated with replacement within the existing easement in the built environment.
ALT -2 (Northern Route 1): Alternative 2 included an approximate 19.53 -mile
corridor north of Greenville. Of the metrics evaluated, this alternative had the most
8 Alternatives Analysis

PNG Line 439 Project: Pre -Construction Notification and Permit Support Document
least -suitable values (See Table 1 above) in terms of ability to avoid and minimize
impacts. In particular, environmental impacts were anticipated to be the highest when
compared to Alternative 3, 4, and 5 due to the potential to cross 14,165 corridor -feet
of wetlands. Commercial and Industrial property impacts were estimated at 900
corridor -feet, which matched Alternative 3 as the highest value between other action
alternatives being considered (i.e., not including Alternative 1). As a result, Alternative
2 was dismissed from further evaluation due to the increased potential for wetland
impacts and subsequent low potential to be compliant as the LEDPA.
ALT -3 (Northern Route 2): Alternative 3 included an approximate 18.01 -mile
corridor also located north of the City. The alignment is similar to that of Alternative
1 for over half of the entire route but deviates just north and south of the Tar River
floodplain by following a straighter route through the built environment.
Environmental impacts were slightly lower than those for Alternative 2, but
commercial and industrial property impacts remained the same. In comparison with
alternatives considering a southern pipeline route around Greenville, Alternative 3 still
had a higher potential to impact wetlands, and a higher potential to impact
commercial, industrial, and residential property. As a result, Alternative 3 was
dismissed from further evaluation due to the increased potential for wetland impacts,
increased potential for property impacts, and low an overall low potential to be
compliant as the LEDPA.
ALT -4 (Southern Route 1): Alternative 4 included an approximate 19.48 -mile corridor
located just south of Greenville. Based on lower potential for impacts to wetlands,
commercial property, and industrial property, this alternative was more suitable for
further consideration as the LEDPA than Alternative 2 and 3. However, while major
road crossings (3) were minimized the most in Alternative 4, minor road crossings (25)
and land parcel impacts (141) were maximized. Moreover, evaluation of Alternative 5
showed that the potential impacts to environmental factors could be further
minimized. As a result, Alternative 4 was dismissed from further evaluation for not
having the highest potential to be compliant as the LEDPA.
ALT -S (Southern Route 2, LEDPA): The preliminary route comparison for Alternative
5 included an approximate 18.3 -mile corridor located south of Greenville. In contrast
to Alternatives 2 through 4, this alternative was evaluated to have the highest
potential to avoid and minimize impacts to wetlands (see Table 1 above), as well as
commercial, industrial, and congested residential property. Therefore, Alternative 5
was selected as the LEDPA to meet the project purpose and need of the project. Upon
being selected as the LEDPA, the applicant proceeded with an onsite analysis of
Alternative 5 (see Section 2.2 below) for the purpose of conducting the detailed
investigations needed to further assess opportunities to avoid and minimize the
potential to impact jurisdictional environmental resources.
2.2 Onsite Analysis for the LEDPA
Multiple design layouts were considered throughout the planning process to avoid
and minimize impacts to jurisdictional features to the maximum extent practicable,
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PNG Line 439 Project: Pre -Construction Notification and Permit Support Document
while maintaining an environmentally and economically feasible project. In doing so,
the applicant reviewed options to develop a LEDPA that minimized impacts while still
meeting the project's purpose and need.
2.2.1 Environmental Information
Impacts were assessed using the results of detailed delineation of WOUS, including
wetlands, as reported in Appendix E and the results of the Riparian Buffer
Determination as reported in Appendix F. Other investigations conducted to assess
potential project impacts included habitat assessments for rare, threatened, and
endangered (RTE) species and a Phase 1 Cultural Resource Survey (Appendix G).
The study area for these investigations along the proposed project corridor was
approximately 20 miles long and 250 feet wide. The study area also included multiple
areas to be proposed as construction access roads and laydown yards needed to stage
construction equipment and materials. As investigations progressed, design
modifications were explored when there were opportunities to avoid and minimize
impacts to environmental resources and private property.
2.2.1.1 Stream and Wetland Delineation
A detailed wetland and stream investigation was conducted within the project study
area. The onsite delineation of potential wetlands and other WOUS determined that
non -tidal freshwater wetlands, perennial streams and waterbodies (including the Tar
River), intermittent streams, open water features, and modified streams are present
within the study area. The results of the delineation were reviewed in the field on
January 17, 2019 by the USACE and the DEQ. Wetland and stream resources are
described below, and the final delineation report is provided in Appendix E.
Non -tidal Freshwater Wetlands
Palustrine Forested (PFO) Wetlands: PFO wetlands were the most abundant type
of aquatic resource encountered within the Line 439 Project study area. PFO
wetlands types were generally associated with three types of natural
communities: 1) pine -dominated flatwoods; 2) mixed hardwood floodplains;
and, 3) black willow/cypress swamps.
Pine -dominated flatwoods with PFO wetlands were usually found on broad,
temporarily -flooded interfluves with little to no topographic relief. Vegetation
was typically characterized by trees such as loblolly pine (Pinus taeda),
sweetgum (Liquidambar styraciflua), and red maple (Acer rubrum). Understory
species consisted of sweet pepperbush (Clethra alnifolia), coastal doghobble
(Leucothoe axillaris), sweet bay (Magnolia virginiana), switch cane (Arundinaria
tecta), black highbush blueberry (Vaccinium fuscatum), and roundleaf
greenbrier (Smilax rotundifolia).
At times, floodplain wetland systems had overstory tree species similar to wet
flatwoods, but with a higher abundance of red maple. Other hydrophytic trees
commonly observed in floodplains included black gum (Nyssa sylvatica), swamp
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PNG Line 439 Project: Pre -Construction Notification and Permit Support Document
chestnut oak (Quercus michauxii), green ash (Fraxinus pennsylvanica), and
willow oak (Quercus phellos). Understory species included ironwood (Carpinus
caroliniana), sweet bay, lizard's tail (Saururus cernuus), and smallspike false
nettle (Boehmeria cylindrica). Occasionally, floodplain systems encompassed
broadly sloping transition zones before reaching lower -elevation riparian
wetlands adjacent to perennial stream systems.
Several cypress swamp wetlands were also found in the Tar River floodplain in
the eastern portion of the project area. Conditions were very wet with deep
surface water inundation extending to the edges of the swamp. Based on
observations of stain lines 6 to 8 feet high along the bases of trees, overbank
flooding of the Tar River provides a substantial volume of water on a regular
basis to these floodplain wetlands. Dominant tree species include bald cypress
(Taxodium distichum) and black willow (Salix nigra), overtopping a variety of
sedges (Carex spp.) mixed with other herbaceous hydrophytes mentioned
above.
Palustrine Scrub -Shrub (PSS) Wetlands: PSS wetlands in the study area were
occasionally observed in recently cleared forest communities (e.g., cutovers)
from 5 to 15 years in age, or as fringe communities in larger wetland complexes.
Community composition was representative of that found in pine -dominated
flatwoods, suggesting the eventual regeneration and succession back to a
forested condition. Dense, low -diversity mixtures of loblolly pine, sweetgum,
sweet bay, woolgrass (Scirpus cyperinus), and common rush (Juncus effusus)
were prevalent in cutover PSS wetlands. In comparison, PSS wetland fringe
communities had a higher diversity of hydrophytic species with additions such
as elderberry (Sambucus nigra), wingleaf primrose -willow (Ludwigia decurrens),
woolgrass, marsh seedbox (Ludwigia palustris), and several smartweed species
(Persicaria spp.)
Palustrine Emergent (PEM) Wetlands: PEM wetlands were typically found within
land use types where vegetation had been recently modified or clear-cut. For
instance, several large PEM wetlands were in expansive "cutover" sites
dominated by herbaceous species, with some vegetation regeneration (but
usually less than 3 feet in height). Water was often found pooling in micro
depressions associated with minor elevation changes. Examples of plant species
observed in these recently cleared wetlands include common rush, woolgrass,
Maryland meadowbeauty (Rhexia mariana), sweet bay, jewelweed (Impatiens
capensis), arrowleaf tearthumb (Persicaria saggitata), switch cane, and roundleaf
greenbrier.
Other emergent wetlands were found as part of maintained lawns, in fallow
fields with little to no woody vegetation, and in irregularly maintained ditches
connected to larger wetland systems. Hydrology was present either from
groundwater discharge zones near the soil surface (via endosaturation), or from
ponded water collecting after rain events on restrictive soils, creating
episaturated conditions. Dominant hydrophytes observed to be present
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PNG Line 439 Project: Pre -Construction Notification and Permit Support Document
included rice cutgrass (Leersia oryzoides), common rush, tall yelloweyed grass
(Xyris platylepis), and various beaksedges (Rhynchospora spp.). These areas are
continually maintained either via mowing or agricultural practices and connect
to larger wetland complexes.
Non -tidal Streams and Waterbodies
Palustrine Unconsolidated Bottom (PUB) Waterbodies: PUB wetlands were less
abundant than other aquatic resources found within the study area. These
features were observed to be entirely unvegetated and had substrate conditions
that met the Cowardin et al. (1979) parameters applied to open waterbodies
under the PUB designation.
Riverine Perennial (R2 and R3) Stream Channels: Riverine upper perennial (R3)
stream systems were usually found in association with drainageways in which
USGS maps show named stream or swamp systems. As shown on Appendix E
figures, these include Horsepen Swamp and Swift Creek (Figure 4-5 to Figure 4-
7), Fork Swamp (Figure 4-11), Indian Well Swamp (Figure 4-14), and Juniper
Branch (Figure 4-16). The Tar River (Figure 4-22) is classified as a riverine lower
perennial (R2) system and is the only waterbody in the project area listed as a
navigable waterbody.
Most perennial streams onsite range from 5 to 15 feet in width and are found
within historically channelized systems with near -vertical banks. Stream bed
conditions in the thalweg are often dynamic (e.g., variable sediment deposition,
with increasingly embedded substrates) because of high volume flow events
and stream bank erosion. Nevertheless, stream flow was observed throughout
summer site visits in 2017 and 2018.
Riverine Intermittent (R4) Stream Channels: Riverine intermittent (R4) streams
identified onsite were mostly limited to headwater drainages, where the
seasonal water table and base flow evidently drop below the stream bed during
drier periods of the year. However, instream conditions were reflective of
persistent stream flow occurring during late -winter and spring -season increases
in rainfall/water table levels.
Like the perennial streams within the study area, intermittent streams were
observed with a clearly defined ordinary high water mark (OHWM) reflective of
physical characteristics associated with regularly flowing water (e.g., bed and
bank, sediment sorting, etc.). Intermittent streams were assessed using the
Identification Methods for the Origins of Intermittent and Perennial Streams
from the North Carolina Division of Water Quality (NCDWQ 2010). Scoresheets
for each intermittent stream are provided in Appendix E of the Wetland
Delineation Report. Or buffer report?
Modified Streams: Due to the active agricultural land use characteristic of the
land within the proposed study area, modified stream features were frequently
identified in ditches that had connectivity to larger aquatic/wetland systems.
Each modified stream identified was generally observed to have evidence of
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PNG Line 439 Project: Pre -Construction Notification and Permit Support Document
conveyance of surface water between palustrine and/or riverine systems and an
OHWM. Modified streams were assessed using the Identification Methods for
the Origins of Intermittent and Perennial Streams from the North Carolina
Division of Water Quality (NCDWQ 2010). Scoresheets for each modified stream
are provided in Appendix E of the Wetland Delineation Report.
Upland Communities
Upland community types identified within the study area predominantly consisted of
existing agricultural fields currently used for soybean, peanut, and corn production.
Residential areas scattered between agricultural land uses often had maintained lawns
or were bordered by upland forest communities buffering the edges of wetlands.
Occasional upland islands were located within wetlands where high points have
persisted over time, supporting dominant upland species such as white oak (Quercus
alba), black cherry (Prunus serotina), winged sumac (Rhus copallinum), and tulip tree
(Liriodendron tulipifera). In recently cut forests, upland conditions were indicated by a
prevalence of dense winged sumac and tulip tree growth in the shrub stratum, often
densely intertwined with sawtooth blackberry (Rubus argutus). In most cases, upland
soil conditions were reflective of aerobic substrate conditions in the upper 12 inches
of the soil profile. With soil colors typically in the brown chroma range near the soil
surface and a lack of soil saturation (and other wetland hydrology indicators) during
normal precipitation conditions.
DEC and PNG have requested a Preliminary Jurisdictional Determination (PJD) of the
delineation as part of the permit application review. A detailed wetland delineation
report with USACE wetland determination data forms is provided in Appendix E.
2.2.1.2 Threatened and Endangered Species
The U.S. Fish and Wildlife Service (USFWS) Information, Planning and Conservation
System (IPaC) and North Carolina Natural Heritage Program (NHP) Data Explorer was
used to identify potential threatened and endangered species as well as critical
habitats that may occur in and around the proposed project area. The results of the
database search are included in Appendix I and a summary of the results is provided
below. Based on IPaC search, the following 3 species are listed as federally threatened
or endangered within or adjacent to the project study area:
• West Indian Manatee (Trichechus manatus): The West Indian Manatee is listed
as a federally threatened species under the Endangered Species Act (ESA).
Based on the habitat requirements, this project is not likely to impact this
species. Habitat requirements are described by the USFWS as:
"Manatees live in marine, brackish, and freshwater systems in coastal and
riverine areas throughout their range. Preferred habitats include areas near the
shore featuring underwater vegetation like seagrass and eelgrass. They feed
along grass bed margins with access to deep water channels, where they flee
when threatened. Florida manatees can be found throughout Florida for most
of the year. However, they cannot tolerate temperatures below 68 degrees
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PNG Line 439 Project: Pre -Construction Notification and Permit Support Document
Fahrenheit for extended periods of time, and during the winter months these
cold temperatures keep the population concentrated in peninsular Florida.
Many manatees rely on the warm water from natural springs and power plant
outfalls.
During the summer manatees expand their range, and on rare occasions are
seen as far north as Massachusetts on the Atlantic coast and as far west as
Texas on the Gulf coast. Manatees may travel hundreds of miles during a year's
time, preferring to travel along channels and shorelines."
• Red -cockaded Woodpecker (Picoides borealis): The Red -cockaded
Woodpecker is listed as a federally endangered species under the ESA. There
are four historic Red -cockaded Woodpecker (RCW) populations ranging from
approximately 7 to 13 miles away from the project area. Historic populations
are defined as ones where no observation has been made for 25 years or
greater. The RCW's status for Pitt County is Historic, so surveys will not likely
be required for this species. The habitat requirements are described by the
USFWS as:
"The red -cockaded woodpecker makes its home in mature pine forests.
Longleaf pines (Pinus palustris) are most commonly preferred, but other
species of southern pine are also acceptable. While other woodpeckers bore
out cavities in dead trees where the wood is rotten and soft, the red -cockaded
woodpecker is the only one which excavates cavities exclusively in living pine
trees. Cavities are excavated in mature pines, generally over 80 years old. The
older pines favored by the red -cockaded woodpecker often suffer from a
fungus called red heart disease which attacks the center of the trunk, causing
the inner wood, the heartwood, to become soft. Cavity excavation takes one
to six years.
The aggregate of cavity trees is called a cluster and may include 1 to 20 or
more cavity trees on 3 to 60 acres. The average cluster is about 10 acres. Cavity
trees that are being actively used have numerous, small resin wells which exude
sap. The birds keep the sap flowing apparently as a cavity defense mechanism
against rat snakes and possibly other predators. The typical territory for a
group ranges from about 125 to 200 acres, but observers have reported
territories running from a low of around 60 acres, to an upper extreme of more
than 600 acres. The size of a particular territory is related to both habitat
suitability and population density."
• Dwarf Wedgemussel (Alasmidonto heterodon): The dwarf wedgemussel is listed
as a federally endangered species under the ESA. Habitat requirements are
described by the USFWS as:
"The dwarf wedgemussel appears to be a generalist in terms of its preference
for stream size, substrate and flow conditions — it inhabits small streams less
than five meters wide to large rivers more than 100 meters wide; it is found in
a variety of substrate types including clay, sand, gravel and pebble, and
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PNG Line 439 Project: Pre -Construction Notification and Permit Support Document
sometimes in silt depositional areas near banks; and it usually inhabits
hydrologically stable areas, including very shallow water along streambanks
and under root mats, but it has also been found at depths of 25 feet in the
Connecticut River. Dwarf wedgemussels are often patchily distributed in rivers.
Historically, the dwarf wedgemussel was found from the Petitcodiac River in
New Brunswick, Canada to the Neuse River in North Carolina, and was found
in 15 major Atlantic slope river systems. It is now extinct in Canada, extirpated
in the Neuse River, and present in low densities through -out much of its former
range. It is known from 54 locations in 15 major watersheds, with the largest
populations in the Connecticut River watershed. North Carolina supports the
greatest number of known sites: Neuse River Basin: Orange County, Wake
County, Johnston County, Wilson County, and Nash County; Tar River Basin:
Person County, Granville County, Vance County, Franklin County, Warren
County, Halifax County, and Nash County. Unfortunately, most of these
populations are very small and isolated."
The NHP Data explorer (state listed species) was used to further examine potential
protected species. The nearest occurrence of listed species in the NHP Data Explorer more
than 1 mile away from the project area include:
• West Indian Manatee (see above for habitat description).
• Roanoke Slabshell (E((iptio roanokensis): The Roanoke Slabshell is listed as a
state threatened species. Habitat requirements are described by the North
Carolina Wildlife Resources Commission (NCWRC) as:
"In the Tar River, the Roanoke slabshell is usually found associated with the
deeper channels near shore in relatively fast flowing water. The substrate
consists of coarse to medium sized sands and small gravel. The species is also
associated with coarser substrates, such as a mix of gravel and cobble seen in
the Cape Fear River in Harnett County."
• Yellow Lance (E((iptio (anceo(ata): The Yellow Lance is a state threatened
species. Habitat requirements are described by the USFWS as:
"The yellow lance is a sand -loving species often found buried deep in clean,
coarse to medium sand, although it can sometimes be found in gravel
substrates. Yellow lances often are moved with shifting sand and eventually
settle in sand at the downstream end of stable sand and gravel bars. This
species depends on clean, moderate flowing water with high dissolved oxygen.
This species is found in medium-sized rivers to smaller streams."
• Tidewater Mucket (Leptodea ochracea): The Tidewater Mucket is a state
threatened species. Habitat requirements are described by the NCWRC as:
"The tidewater mucket appears to be somewhat of a generalist in that it has
been documented from lakes, ponds, canals, streams, and rivers. It is most
often found in sand/silt substrates; in Lake Waccamaw, the highest density of
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PNG Line 439 Project: Pre -Construction Notification and Permit Support Document
this species was found in the "northwest shallow sand subregion" (Porter
1985)."
Species listed in the vicinity of project area (-0.25 miles east of project area) include:
• Star -nosed Mole (Condylura cristata): The Star -nosed Mole is a special concern
species in North Carolina. Habitat requirements are described by North
Carolina Parks as:
"Almost strictly in wetland habitats; swamps, bottomlands, bogs, marshes, wet
thickets, moist meadows, etc., are favored habitats. They can also be found
along streams and springs in hilly topography, especially in the mountains."
• The Bald Eagle (Holioeetus leucocepholus) is protected under the Bald and
Golden Eagle Protection Act (BGPA) and is not known to occur within the study
area. The closest bald eagle nest to the study area is located in a mature bald
cypress more than 4,000 feet east of the project's eastern terminus.
Further coordination with resource agencies was conducted during permit review and
it was determined that surveys for these species were not required. However, the
USACE commented that Atlantic Sturgeon Critical Habitat was associated with the Tar
River and therefore would require coordination with the National Marine Fisheries
Service (NMFS). To do so, an ESA conclusion of "no effect" to Atlantic Sturgeon Critical
Habitat was determined due to the proposed HDD activities that will avoid impacts to
the Tar River and its floodplain.
In addition, comments provided by the WRC indicated occurrence of anadromous fish
use associated with Juniper Branch; therefore, impacts to Juniper Branch have been
also avoided through proposed HDD activities.
A summary of ESA determinations for the aforementioned species is provided in Table
2.
Table 2 ESA Determinations for Protected Species and Critical Habitat
Species
Status*
Habitat
Conclusion
Marine, brackish, and freshwater
West Indian
systems in coastal and riverine
Manatee
areas throughout their range;
No effect due to lack
(Trichechus
FT, ST
preferred habitats include areas
of suitable habitat
manatus)
near the shore featuring
underwater vegetation
Mature pine forests; longleaf pine
Red -cockaded
is preferred, but other species of
No effect due to
Woodpecker
FE
southern pine are also acceptable.
historic status in Pitt
(Picoides borealis)
Cavities exclusively in living pine
County
trees
Dwarf
Small streams less than five meters
No effect due to
FE
wide to large rivers more than 100
Wedgemussel
meters wide; found in a variety of
absence of
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PNG Line 439 Project: Pre -Construction Notification and Permit Support Document
Species
Status*
Habitat
Conclusion
(Alasmidonto
substrate types including clay,
occurrence within
heterodon)
sand, gravel, and pebbles; usually
Pitt County
inhabits hydrologically stable
areas.
Usually found associated with the
Suitable habitat
Roanoke Slabshell
deeper channels near shore in
present, but not
(Elliptio
ST
relatively fast flowing water;
likely to adversely
roanokensis)
substrate consists of coarse to
affect; nearest
medium sized sands and small
occurrence >1 mile
gravel.
from project area
Sand -loving species often found
Suitable habitat
buried deep in clean, coarse to
present, but not
Yellow Lance
ST
medium sand; sometimes found in
likely to adversely
(Elliptio lanceolata)
gravel substrates; medium-sized
affect; nearest
rivers to smaller streams.
occurrence >1 mile
from project area
Suitable habitat
Tidewater Mucket
Habitat generalist documented
present, but not
(Leptodea
ST
from lakes, ponds, canals, streams,
likely to adversely
ochracea)
and rivers; most often found in
affect; nearest
sand/silt substrates.
occurrence >1 mile
from project area
Swamps, bottomlands, bogs,
Suitable habitat
Star -nosed Mole
marshes, wet thickets, moist
present, but not
(Condylura
SSC
meadows, etc.; also found along
likely to adversely
streams and springs in hilly
affect; nearest
cristata)
topography, especially in the
occurrence >1 mile
mountains
from project area
Suitable habitat
Habitat typically located near
present, but not
Bald Eagle
lakes, large rivers, and shorelines
likely to adversely
(Haliaeetus
FP
of sounds and bays; tall, isolated
affect; nearest
leucocephalus)
trees required for perching and
occurrence almost 1
nesting.
mile from project
area
Atlantic Sturgeon
Critical Habitat for Atlantic
No effect due to
(Acipenser
FP
Sturgeon is associated with the Tar
HDD under the Tar
oxyrhynchus)
River, near the eastern terminus of
River and its
Critical Habitat
the project
floodplain wetlands
*FE- Federally Endangered, FT- Federally Threatened, FP- Federally Protected, SE- State Endangered, ST -
State Threatened, SSC- State Species of Concern
2.2.1.3 Cultural Resources
Historic maps and records housed at the Library of Congress, city directories, census
data, slave records, North Carolina site forms and reports and the County were
reviewed to determine if cultural and historic resources were located in the project
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area. The background archives review indicated that there were not any previously
identified resources in the project area. A phase I cultural resource survey was
recommended following coordination with the North Carolina State Historic
Preservation Office (SHPO). A Phase I Cultural Resources Survey was conducted by
Circa Cultural Resources Management, LLC (Circa) in the project area to determine if
cultural resources would be impacted by the project. The results of the Phase I
Cultural Survey (draft report) are provided in Appendix G and a summary of
conclusions are below. These findings are awaiting site numbers from State Historic
Preservation Office (SHPO) so the report can be finalized and submitted for
concurrence that no further work is required.
Architectural Resources
No architectural resources were identified within the project alignment.
Archaeological Sites
Thirty-five isolated finds were identified within the project area (See Table 3). By
definition, an isolated find is not eligible for inclusion in the National Register of
Historic Places, and Circa— recommends that no further archaeological testing within
these areas are warranted.
Table 3 Summary of Cultural Resources and Recommendations
Site
Type
National Register
Eligibility
Recommendation
IF-PNGG1
Isolated find, c. post 1950
No
No further work
IF-PNG2
Isolated find, c. post 1930
No
No further work
IF-PNG4
Isolated find, c. post 1950
No
No further work
IF-PNG9
Isolated find, 201h century
No
No further work
IF-PNG12
Isolated find, c. 1940
No
No further work
IF-PNG15
Isolated find, 201h century
No
No further work
IF-PNG16
Isolated find, c. 1870
No
No further work
IF-PNG17
Isolated find, 201h century
No
No further work
IF-PNG18
Isolated find, 1970
No
No further work
IF-PNG19
Isolated find, 20th century
No
No further work
IF-PNG20
Isolated find, c. 1970
No
No further work
IF-PNG21
Isolated find, c. 1900
No
No further work
IF-PNG22
Isolated find, c. 1880
No
No further work
IF-PNG23
Isolated find, 20th century
No
No further work
IF-PNG24
Isolated find, c. post 1795
No
No further work
IF-PNG25
Isolated find
No
No further work
IF-PNG26
Isolated find, 201h century
No
No further work
IF-PNG27
Isolated find, c. 1950
No
No further work
IF-PNG28
Isolated find, c. 1960
No
No further work
IF-PNG29
Isolated find, c. 1970
No
No further work
IF-PNG30
Isolated find, c. 1950
No
No further work
IF-PNG31
Isolated find, 20th century
No
No further work
IF-PNG33
Isolated find, 201h century
No
No further work
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Site Type
National Register
Eligibility
Recommendation
IF-PNG34 Isolated find, 2011 century
No
No further work
IF-PNG35 Isolated find, 20th century
No
No further work
IF-PNG36 Isolated find, 201h century
No
No further work
IF-PNG37 Isolated find, 20th century
No
No further work
IF-PNG38 Isolated find, 201h century
No
No further work
IF-PNG39 Isolated find, 20th century
No
No further work
IF-PNG40 Isolated find, 201h century
No
No further work
IF-PNG41 Isolated find, 20th century
No
No further work
IF-PNG43 Isolated find, c. 1930
No
No further work
IF-PNG44 Isolated find, c. 1940
No
No further work
IF-PNG45 Isolated find, 20th century
No
No further work
IF-PNG46 Isolated find, Native American
No
No further work
PNG3 Domestic, c. post 1880
No
No further work
PNG5 Domestic, c. post 1920
No
No further work
PNG6 Domestic, c. post 1930
No
No further work
PNG7 Domestic, c. post 1900
No
No further work
PNG8 Domestic, c. post 1775
No
No further work
PNG10 Domestic, c. post 1900
No
No further work
PNG11 Domestic, c. post 1900
No
No further work
PNG13 Domestic, c. post 1970
No
No further work
PNG14 Domestic, c. post 1900
No
No further work
PNG32 Domestic, c. post 1950
No
No further work
PNG44 Domestic, c. post 1900
No
No further work
PNG47 Domestic, c. post 1920
No
No further work
In addition, the Phase I Cultural Resource Survey identified 11 archaeological sites
within the project alignment.
• Site PNG3: This domestic artifact scatter dates from the late -19th with
occupation continuing into the 1940s. The surface scatter and shovel testing
indicate a light density of artifacts recovered from a relic plowzone near a road.
Circa— recommends that the site as not eligible for listing on the National
Register of Historic Places under Criterion D. Accordingly, no further
archaeological investigations appear warranted at the site, and it is
recommended that the site be given clearance for any potential development
projects.
• Site PNG5: This domestic artifact scatter dates from the circa post 1920 with
occupation continuing into the 1940s. The surface scatter and shovel testing
indicate a light density of artifacts recovered from a plowzone. Circa—
recommends that the site located as not eligible for listing on the National
Register of Historic Places under Criterion D. Accordingly, no further
archaeological investigations appear warranted at the site, and it is
recommended that the site be given clearance for any potential development
projects.
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• Site PNG6: This domestic artifact scatter dates from the circa post 1930 with
occupation continuing into the 1940s. The surface scatter and shovel testing
indicate a light density of artifacts recovered from a plowzone. Circa -
recommends that the site located as not eligible for listing on the National
Register of Historic Places under Criterion D. Accordingly, no further
archaeological investigations appear warranted at the site, and it is
recommended that the site be given clearance for any potential development
projects.
• Site PNG7: This domestic artifact scatter dates from the circa post 1900 with
occupation continuing into the 1940s. The surface scatter and shovel testing
indicate a light density of artifacts recovered from a plowzone. Circa -
recommends that the site located as not eligible for listing on the National
Register of Historic Places under Criterion D. Accordingly, no further
archaeological investigations appear warranted at the site, and it is
recommended that the site be given clearance for any potential development
projects.
• Site PNG8: This domestic artifact scatter dates from the circa post 1775 with
occupation continuing into the 1820s. The surface scatter and shovel testing
indicate a light density of artifacts recovered from a plowzone. Circa -
recommends that the site located as not eligible for listing on the National
Register of Historic Places under Criterion D. Accordingly, no further
archaeological investigations appear warranted at the site, and it is
recommended that the portion of the site within the project area be given
clearance for any potential development projects.
• Site PNG10: This domestic artifact scatter dates from the circa post 1900 with
occupation continuing into the 1940s. The surface scatter and shovel testing
indicate a moderate density of artifacts recovered from a plowzone. Circa -
recommends that the site located as not eligible for listing on the National
Register of Historic Places under Criterion D. Accordingly, no further
archaeological investigations appear warranted at the site, and it is
recommended that the site be given clearance for any potential development
projects.
• Site PNG11: This domestic artifact scatter dates from the circa post 1900 with
occupation continuing into the 1940s. The surface scatter and shovel testing
indicate a moderate density of artifacts recovered from a plowzone. Circa -
recommends that the site located as not eligible for listing on the National
Register of Historic Places under Criterion D. Accordingly, no further
archaeological investigations appear warranted at the site, and it is
recommended that the site be given clearance for any potential development
projects.
• Site PNG13: This domestic artifact scatter dates from the circa post 1950 with
occupation continuing into the 1970s. The surface scatter and shovel testing
indicate a light density of artifacts recovered from a plowzone. Circa -
20 Alternatives Analysis

PNG Line 439 Project: Pre -Construction Notification and Permit Support Document
recommends that the site located as not eligible for listing on the National
Register of Historic Places under Criterion D. Accordingly, no further
archaeological investigations appear warranted at the site, and it is
recommended that the site be given clearance for any potential development
projects.
• Site PNG14: This domestic artifact scatter dates from the circa post 1900 with
occupation continuing into the 1950s. The surface scatter and shovel testing
indicate a moderate density of artifacts recovered from a plowzone. Circa—
recommends that the site located as not eligible for listing on the National
Register of Historic Places under Criterion D. Accordingly, no further
archaeological investigations appear warranted at the site, and it is
recommended that the site be given clearance for any potential development
projects.
• Site PNG32: This domestic artifact scatter dates from the circa post 1950 with
occupation continuing into the 1970s. The surface scatter and shovel testing
indicate a light density of artifacts recovered from a plowzone. Circa—
recommends that the site located as not eligible for listing on the National
Register of Historic Places under Criterion D. Accordingly, no further
archaeological investigations appear warranted at the site, and it is
recommended that the site be given clearance for any potential development
projects.
• Site PNG44: This domestic artifact scatter dates from the circa post 1900 with
occupation continuing into the 1960s. The surface scatter and shovel testing
indicate a light density of artifacts recovered from a plowzone. Circa—
recommends that the site located as not eligible for listing on the National
Register of Historic Places under Criterion D. Accordingly, no further
archaeological investigations appear warranted at the site, and it is
recommended that the site be given clearance for any potential development
projects.
• Site PNG47: This site dates from the circa post 1920 with occupation
continuing into the 1960s. The surface scatter and shovel testing indicate a
light density of artifacts recovered from a plowzone. Circa— recommends that
the site located as not eligible for listing on the National Register of Historic
Places under Criterion D. Accordingly, no further archaeological investigations
appear warranted at the site, and it is recommended that the site be given
clearance for any potential development projects.
2.2.1.4 FEMA Floodplain
Federal Emergency Management Agency (FEMA) Flood Insurance Rate Maps (FIRM)
were reviewed for 100 -year floodplain locations in relation to the project. A FEMA
regulated 100 -year floodplain exists within the project area as depicted on the FEMA
FIRMS located behind the Appendix A Figures tab. Based on the temporary nature of
the proposed project, impacts associated with pipeline installation and the laydown
21 Alternatives Analysis

PNG Line 439 Project: Pre -Construction Notification and Permit Support Document
yard should not have a permanent effect on the 100 -year FEMA floodplain or rise in
base flood elevation.
2.2.2 Development of LEDPA Design
2.2.2.1 Design 1 (Initial Design)
The initial design of the LEDPA included a 75 -feet permanently maintained corridor
and one HDD zone at the Tar River. The resulting impacts to WOUS are detailed in
Table 4.
Table 4 Initial Site Design Impact Assessment
Resource Type
Temporary Impacts
Conversion Impacts
Wetlands
20.85 acres
22.28 acres
Streams
8,641.35 linear feet
N/A
Open Water
0.159 acres
N/A
Riparian Buffer
295,606.07 sq. feet
179,886.01 sq. feet
2.2.2.1 Design 2 and 3 (Revisions to Initial Design)
To reduce impacts to wetlands, streams, and riparian buffers, the applicant evaluated
two modifications to the dimensions of the permanently maintained easement for the
pipeline. Each modification reduced proposed impacts to WOUS while still
maintaining the project purpose. The first evaluation included reducing the
permanently maintained corridor to a width of 50 feet. The second evaluation reduced
the corridor width to 30 feet, the minimum width needed to maintain site lines and
maintenance protocols. Both evaluations also reduced the area of temporary
workspace in forested wetlands to minimize overall wetland impacts.
Other design modifications included increasing the number of areas proposed for the
use of HDD techniques. The initial design included one HDD zone across the Tar River
and its floodplain. Based on agency feedback, the design team increased proposed
HDD zones to a total of three, and then again to a total of six to increase minimization
of impacts. Within the HDD zones, permanent impacts to streams, rivers, or open
water are not proposed at HDD pipeline sites, and temporary impacts will be returned
to pre-existing conditions and contours. With the exception of forested wetlands, any
wetlands impacted will be also restored to pre-existing conditions and contours.
Forested wetlands will be converted to PEM wetlands; however, will not result in
permanent loss of wetlands. The project's HDD Inadvertent Return Contingency Plan
is provided in Appendix D, and a summary of design modification are shown in Table
S.
Table 5 Design Modifications for the LEDPA
Design
Major Design Components
Phase
Permanent Easement
Width
Number of HDD
Zones
Approx. Length of HDD
Zones
Design 1
75 feet
1
3,200
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PNG Line 439 Project: Pre -Construction Notification and Permit Support Document
Design
Major Design Components
Phase
Permanent Easement
Width
Number of HDD Approx. Length of HDD
Zones Zones
Design 2
50 feet
3 5,500
Design 3
30 feet
6 8,208
Additional avoidance and minimization measures included designating a single
laydown yard which is currently used to store equipment and does not impact any
jurisdictional features. Additionally, proposed access roads utilize existing forest
roads, farm roads, or other unpaved pathways to minimize new road construction
within existing natural areas or croplands where feasible to avoid and minimize
impacts to jurisdictional resources to the greatest extent possible.
2.3 Avoidance and Minimization
The basic premise of the Clean Water Act (CWA) Section 404 permitting program is
that no discharge shall be permitted if (1) a practicable alternative exists that is less
damaging to the aquatic environment, or (2) the discharge would cause the nation's
waters to be significantly degraded. After applying the avoidance requirement
outlined in the CWA Section 404(b)(1) Guidelines, the applicant must minimize
impacts to aquatic resources. Therefore, in order for a project to be permitted it must
be demonstrated that, to the extent practicable: steps have been taken to avoid
impacts to wetlands and other aquatic resources, potential impacts have been
minimized, and compensation will be provided for any remaining unavoidable
impacts. This process is commonly referred to as the mitigation sequencing
requirement of the CWA Section 404 regulatory program.
2.3.1 LEDPA Impacts Summary
Based on avoidance and minimization measures evaluated during site design changes,
overall proposed impacts to WOUS have been reduced by 10.89 acres of wetlands
and 192,447.78 square feet of riparian buffers. A summary of all proposed impacts to
WOUS associated with the LEDPA is presented in Table 6.
Table 6 Avoidance and Minimization of WOUS Impacts
Proposed Impact
Design 1
Design 2
Design 3*
Wetlands -Temp.
20.85 acres
12.83 acres
18.49 acres
Streams -Temp.
8,641.35 linear feet
8,783 linear feet
5,479 linear feet
Open Water -Temp.
0.16 acres
0.159 acres
0.159 acres
Rip. Buffer -Temp.
295,606.07 sq. feet
244,610.53 sq. feet
142,522.9 sq. feet
Wetlands-Conv.
22.28 acres
21.324 acres
13.75 acres
Streams -Perm.
N/A
N/A
235 linear feet
Open Water -Perm.
N/A
N/A
N/A
Rip. Buffer -Perm.
1 179,886.01 sq. feet
1 150,822.04 sq. feet
140,524.4 sq. feet
*Design reflects assessment of permanent construction access roads
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PNG Line 439 Project: Pre -Construction Notification and Permit Support Document
2.3.2 Avoidance and Minimization During Construction
Impacts to streams and wetlands will be further avoided and minimized during
construction by implementing appropriate and practicable steps that will minimize
potential adverse impacts of the discharge on the aquatic ecosystem.
Construction activities can affect streams and wetlands through the alteration of
wetland vegetation and hydrology; loss or change to wildlife habitat; erosion and
sedimentation; and exposure to accidental spills of fuels and chemicals. As such, the
applicant proposes to comply with all applicable local, state, and federal regulations
and permit conditions to protect water quality and minimize impacts on wetlands by
following specified construction plans and procedures and all referenced plans and
procedures discussed in this permit support document.
The proposed mitigation measures are intended to avoid wetland and stream impacts
to the greatest extent practicable; minimize areas and duration of land and soil
disturbance; protect adjacent unimpacted resources and minimize temporary
disturbances to wetlands and stream bed and banks during construction, as well as,
enhance vegetation and wetland, wetland reestablishment, and stream bank
stabilization. Impact avoidance and minimization measures that are proposed during
construction include:
• limiting the construction right-of-way width to 30 feet through most forested
wetlands, with additional temporary workspace as required at specific
locations along the route;
• limiting the construction right-of-way width to 30 -feet between HDD entry and
exit points (with no temporary workspace) to avoid impacts to forested
wetlands and riparian buffer;
• clearly marking wetland boundaries in the field prior to the start of
construction;
• installing and maintaining approved erosion and sediment controls and
barriers, such as silt fences during land clearing;
• limiting the operation of construction equipment within wetlands to only
equipment that is necessary for clearing, trenching, pipe installation,
backfilling, and restoration;
• preventing the compaction and rutting of wetland soils by operating
equipment on equipment mats;
• restricting grading in wetlands to the area directly over the trench line, except
where necessary for safety measures
• installing trench breakers or trench plugs at the boundaries of wetlands to
prevent draining of wetlands;
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PNG Line 439 Project: Pre -Construction Notification and Permit Support Document
• segregating topsoil from the trench in wetlands and returning topsoil to pre-
existing conditions to maintain subsurface hydrology and to promote re-
establishment of wetland vegetation;
• installing temporary erosion and sediment control devices, and re-establishing
vegetation on adjacent upland areas according to the site ESC Plan to avoid
sedimentation into wetlands;
• removing stumps only from areas directly above the trench line, or where they
will create a safety hazard, to facilitate the re-establishment of woody species;
• only grub stumps as needed to install the utility line and remaining stumps will
be cut off at grade level;
• to prevent mixing of the soil horizons into the topsoil, which could result in a
loss of soil fertility, topsoil segregation will be: performed in the trench line
within non -saturated wetlands; stockpiled on the rights -of -way; and excluded
from materials used for padding the pipe;
• placing soils on fabric to minimize impacts to wetlands whenever possible;
• installing anti -seep collars at the downstream (utility line gradient) wetland
boundary and every 150 feet up the gradient until the utility exits the wetland
(wetland crossings that are directionally drilled, and perpendicular wetland
crossings that are open cut and less than 150 feet long do not require anti -
seep collars);
• maintaining adequate stream flows during temporary stream crossings to
protect aquatic life and prevent the interruption of existing downstream uses;
• using adequately sized pumps during dam -and -pump stream crossing
methods to maintain stream flows;
• providing intake pump screens to minimize entrainment of aquatic species;
• provide continuous monitoring during "in -the -dry' stream crossing methods
to ensure proper operation throughout the stream crossing;
• providing appropriate controls so that all work in or adjacent to streams will
be conducted so that the flowing stream does not contact the disturbed area;
• properly align any flume pipes or culverts to prevent bank erosion and
streambed scour;
• providing back-up pumps onsite to maintain stream flows in the event of a
pump failure;
• restoring areas to preconstruction contours to the greatest extent practicable;
• locating spoil piles within the construction right-of-way at a minimum of 10 -
feet from waterbody edges to prevent sedimentation from entering streams;
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PNG Line 439 Project: Pre -Construction Notification and Permit Support Document
• erosion control matting that incorporates plastic mesh and/or plastic twine will
not be used along streambanks or within wetlands;
• using sediment barriers to prevent flow of spoil or silt -laden water into
waterbodies;
• prohibiting the storage of chemicals, fuels, hazardous materials, and
lubricating oils within 100 feet of a wetland;
• prohibiting parking and/or fueling of equipment within 100 feet of a wetland;
• prohibiting the use of live concrete near WOUS
• dewatering the trench at a controlled rate into an energy dissipation/sediment
filtration device according to the ESC Plan to prevent scouring and
sedimentation downstream.
• limiting post -construction maintenance of vegetation to 15 feet on each side
of the pipeline centerline (30 -ft corridor);
• reseeding wetland impact areas with a native wetland seed mix in both the
temporary construction limits and permanent maintained corridor to stabilize
wetland areas;
• provide annual monitoring of wetland reestablishment following construction
until reestablished wetlands achieve success;
• inspecting all mechanized equipment operated near surface waters and
routinely maintaining equipment to prevent contamination of stream waters
from fuels, lubricants, hydraulic fluids, or other toxic materials;
• staging construction to minimize the exposure of equipment to surface waters
to the maximum extent practicable. Fueling, lubrication and general
equipment maintenance will be performed in a manner to prevent, to the
maximum extent practicable, contamination of surface waters by fuels and oils;
• providing, at a minimum, one environmental inspector (EI) throughout project
duration and a second EI during peak construction, as necessary.
• managing construction activities by working with the selected pipeline
construction contractor daily by conducting routine site inspections;
• identifying, documenting, and overseeing corrective actions as necessary;
• maintaining safe and accessible conditions at all road crossings and access
points construction;
• conducting inspections of equipment, components, secondary containments,
spill catchments and surrounding areas for any fluid leaks before and after
conducting maintenance;
• performing weekly inspections of non -oil filled electrical equipment, while it is
running, to ensure that there are no leaks while oil and fluid are moving;
26 Alternatives Analysis

PNG Line 439 Project: Pre -Construction Notification and Permit Support Document
• reporting all leaks and equipment deficiencies to your supervisor and write a
work order to complete repairs as necessary;
• immediately repairing and re -inspecting any non -oil filled electrical equipment
found to have leaks or improper maintenance;
• considering the use of an approved environmentally acceptable lubricant in
mobile equipment hydraulic systems when operating mobile equipment in or
near water;
• properly maintaining all equipment per business unit standards or
manufacturer instructions;
• ensuring preventive and corrective maintenance activities are logged or
recorded in an approved work management system;
• properly storing and handling oils, lubricants and other fluids and following all
environmental health and safety requirements for oil and chemical storage,
such as secondary containment and maintaining and storing material 125 feet
outside of the boundary of concern, whenever possible;
• obtaining the SDS for fluids in the equipment being serviced;
• conducting all non -oil filled electrical equipment maintenance in a single
location that is far from storm drains and greater than 125 feet from waterways;
• using drip pans, catchments, plastic coverings, booms, and/or drop cloths to
catch any potential drips and spills when equipment is being serviced;
• if equipment is not moved before conducting maintenance and the work is
conducted within 125 feet of a waterway, covering any nearby openings to
waterways, such as grates or intakes, with plastic, and place oil absorbent
booms around grates and in possible paths of flow to bodies of water in case
of spills;
• making sure that spill cleanup kits are well stocked, on hand and readily
available onsite;
• immediately inspecting equipment when it arrives on-site for any fluid leaks or
maintenance issues;
• inspecting equipment daily, before and after each use and logging all
inspections;
• properly install and inspect hoses, seals, fittings, filters, etc.;
• properly maintaining all vehicles and heavy equipment;
• ensuring preventive and corrective maintenance activities for equipment are
logged or recorded in an approved work management system;
• providing routine inspections of all fuel, oil or fluid-containing fittings, hoses
and seals during machinery operation to detect leaks;
27 Alternatives Analysis

2.3.3
PNG Line 439 Project: Pre -Construction Notification and Permit Support Document
• ensuring proper storage and handling of fuel, oils, lubricants and other fluids
such as antifreeze;
• maintaining the proper level in all hydraulic reservoirs;
• carrying portable spill cleanup kits in trucks or heavy equipment to lessen the
amount of time needed to respond in case of a problem;
• requiring contractors with oil containers equal to or greater than 55 gallons
that have a combined total oil storage capacity of 1,320 gallons to prepare and
comply with their own SPCC plan;
• requiring contractors to provide secondary containment for oil storage
containers brought on-site, (regardless of size or amount) and establish an
inspection process for both the containers and containments;
• requiring that all bulk storage containers equal to or greater than 55 gallons
be constructed with secondary containment for the entire capacity of the
largest single container and sufficient freeboard to contain precipitation;
• requiring secondary containment for oil -filled operational equipment to only
address the typical failure mode and the most likely quantity of oil that would
be discharged;
• locating stationary oil -filled equipment, containers and piping within
containment that provides adequate capacity and is in good operating
condition;
• visually inspecting containment structures subject to periodic integrity testing
(unless it has been determined that there is no risk of the impact to navigable
waters if the container is compromised);
• protecting containers, aboveground piping and containment structures from
potential vehicular traffic and mobile equipment impacts;
• ensuring procedures are posted at designated loading/unloading locations;
and,
• performing the loading and unloading of fuel and oil -containing products in
accordance with posted procedures at the unloading area with facility
personnel in constant attendance.
Conceptual Compensatory Mitigation Plan
A number of factors, such as the type and duration of proposed impacts, the size of
proposed impacts, the type of wetland or stream being impacted, the relative rarity of
occurrence for that type of aquatic resource, and any unique functions provided by
that resource (e.g., habitat for rare species, listing as a NC Natural Heritage Area, etc.)
is considered by the agencies and the applicant when determining appropriate
mitigation to offset unavoidable impacts. The Wilmington District uses the ratio
method when determining compensatory mitigation requirements for any impact to
28 Alternatives Analysis

PNG Line 439 Project: Pre -Construction Notification and Permit Support Document
wetlands or streams. Generally, permanent loss to wetlands and stream channels
requires mitigation at a 2:1 ratio and conversion impacts to wetlands generally
requires mitigation at a 1:1 ratio. The USACE and DEQ may also utilize the North
Carolina Wetland Assessment Method (NC WAM) and North Carolina Stream
Assessment Method (NC SAM) for internal reviews of permit applications, including
decisions regarding the amount and type of required compensatory mitigation,
avoidance and minimization of impacts, or other decisions pertaining to aquatic
resource quality and functions. The results of NC WAM and NC SAM may be
considered by the agencies, along with other factors, to adjust typical mitigation ratios
in order to account for high- or low -quality aquatic resources and ensure that
compensatory mitigation requirements are appropriate.
At this time the Wilmington District does not require that the results of NC WAM or
NC SAM be submitted in order for a permit application to be complete; however,
regulatory project managers may conduct a NC WAM or NC SAM assessment of
wetlands or streams proposed to be impacted in the permit application.
Based on the scoping meeting the agencies requested that the applicant pursue HDD
installation of specific streams (Swift Creek, Fork Swamp, Juniper Branch, and the Tar
River) and reduce maintenance corridor widths within those areas to avoid and
minimize impacts to those systems due to known aquatic habitat. In addition to
including additional HDD installations for requested streams and reducing the limits
of disturbance, the applicant is also proposing to offset conversion impacts at these
locations at a 2:1 ratio instead of the typical 1:1 ratio, based on feedback from and
discussions with the agencies during field visits. The generally acceptable, typical
compensatory mitigation ratios are proposed for the remainder of permanent
conversion impacts, permanent stream impacts, and permanent riparian buffer
impacts as discussed below.
To offset unavoidable impacts to wetlands, streams, and riparian buffers the applicant
proposes to purchase credits from the DMS In -Lieu Fee program and private
mitigation banks. Unavoidable permanent impact types include:
• PFO/PSS Conversion Impacts (13.75 acres);
• Modified Stream Impacts (235 linear feet); and,
• Riparian Buffer Impacts (124,742.4 square feet)
PFO/PSS Wetland Conversion Impacts: A 2:1 mitigation ratio is proposed for PFO/PSS
wetland conversion impacts located in key areas of the watershed where the amount
of impacts has already been minimized using HDD and a reduced easement width of
30 feet. These areas include Swift Creek, Fork Swamp, Juniper Branch, and the Tar River
and cumulatively account for 3.36 acres of proposed PFO/PSS wetland conversion
impacts (See Appendix A Impact Number 56, 57, 97, 102, 155, 156, 212, 213, 214, and
215). In other areas of the watershed, a 1:1 mitigation ratio is proposed for PFO/PSS
wetland conversion impacts where HDD is not being proposed as an impact
minimization measure. The total amount of wetlands proposed for a 1:1 mitigation
ratio is 10.39 acres. Based on 3.36 and 10.39 acres of PFO/PSS conversion impacts
29 Alternatives Analysis

PNG Line 439 Project: Pre -Construction Notification and Permit Support Document
proposed at a 2:1 and 1:1 ratio, respectively, the applicant proposes to purchase a
total of 17.10 wetland credits from the DMS and private mitigation banks.
Modified Stream Permanent Impacts: A 2:1 mitigation is also proposed for the 235
linear feet of modified stream impacts resulting from construction of permanent
access roads. As a result, the applicant proposes to purchase 470 stream credits from
the DMS and/or private mitigation banks.
Permanent Riparian Buffer Impacts: To offset unavoidable permanent impacts to
124,742.4 square feet of riparian buffer, the applicant proposes to purchase 291,124.5
square feet of riparian buffer credits from the DMS in -lieu fee fund (based on the
required ratios as depicted in the PCN in Appendix A).
All letters of credit availability for the proposed purchase of wetland, stream, and
riparian buffer credits from the DMS and private mitigation banks are attached in
Appendix H.
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3
PNG Line 439 Project: Pre -Construction Notification and Permit Support Document
General Construction Methods
General construction procedures described in this section include construction
sequence, open cut installation methods, and HDD installation methods proposed for
this project including methods to avoid and minimize environmental impacts to
jurisdictional resources and impacts on water quality. Construction activities will be
scheduled so that the trench is not excavated across wetlands and streams until
immediately prior to pipe installation and the duration of single crossings will be
expedited to minimize impacts to the aquatic environment. This project has been
designed and will be constructed, operated, and maintained in accordance with the
following regulations and plans (including, but not limited to):
• USACE Section 404 Nationwide 12 Permit Regulations
• USACE Section 10 Regulations
• USACE Section 408 Regulations
• Section 106 of the National Historic Preservation Act of 1966
• Section 7 of the Endangered Species Act
• Migratory Bird Treaty Act
• NC DEQ Section 401 Water Quality Certification #4133 Regulations
• Tar/Pamlico Riparian Buffer Rules
• NCGO1 Stormwater Regulations
• USDOT Natural Gas Pipeline Safety Regulations
• Horizontal Direction Drilling Contingency Plan
• Site Restoration Plan
• Site Erosion and Sediment Control Plan
• Environmental Monitoring Plan
32 General Construction Methods
N
Ab
DRAMBY
General Construction Methods
General construction procedures described in this section include construction
sequence, open cut installation methods, and HDD installation methods proposed for
this project including methods to avoid and minimize environmental impacts to
jurisdictional resources and impacts on water quality. Construction activities will be
scheduled so that the trench is not excavated across wetlands and streams until
immediately prior to pipe installation and the duration of single crossings will be
expedited to minimize impacts to the aquatic environment. This project has been
designed and will be constructed, operated, and maintained in accordance with the
following regulations and plans (including, but not limited to):
• USACE Section 404 Nationwide 12 Permit Regulations
• USACE Section 10 Regulations
• USACE Section 408 Regulations
• Section 106 of the National Historic Preservation Act of 1966
• Section 7 of the Endangered Species Act
• Migratory Bird Treaty Act
• NC DEQ Section 401 Water Quality Certification #4133 Regulations
• Tar/Pamlico Riparian Buffer Rules
• NCGO1 Stormwater Regulations
• USDOT Natural Gas Pipeline Safety Regulations
• Horizontal Direction Drilling Contingency Plan
• Site Restoration Plan
• Site Erosion and Sediment Control Plan
• Environmental Monitoring Plan
32 General Construction Methods

PNG Line 439 Project: Pre -Construction Notification and Permit Support Document
Proper construction sequencing is critical to the success of the overall project to
ensure the overall health and safety of the public and onsite personnel and for the
protection of environmental resources. The safety and environmental regulations
mentioned above, and experience of the project pipeline contractors are considered
when developing construction sequencing which is detailed below.
3.1 Construction Sequence
The following construction sequence is proposed for this project:
1. Survey and Staking
2. Erosion and Sediment Control Installation and Clearing
3.
Clearing and Grading
4.
Re -staking Centerline
5.
Trenching
6.
Stringing Pipe
7.
Field Bending Pipe
8.
Line-up, Initial Weld
9.
Fill and Cap, Final Weld
10.
As -built Footage
11. X -Ray Inspection, Weld Repair
12. Coating Weld Fields
13. Inspection and Repair of Coating
14. Lowering Pipe into Trench
15. As -Built Survey
16. Pad, Backfill, Rough Grade
17. Hydro -static Testing, Final Tie-in
18. Replace Subsoil
19. Replace Topsoil
20. Final Clean-up
21. Site Stabilization and Restoration
The construction sequence listed in Steps 1-21 describe more detailed steps then
shown on the diagram in Figure 3 below, which is provided as a visual aid for pipeline
installation.
33 General Construction Methods

PNG Line 439 Project: Pre -Construction Notification and Permit Support Document
Fiaure 3: Diaaram of Tvnical Pipeline Installation
A . A • Surveying and Clearing of Site
B - Laying Out Pipe Sections
C - Welding Pipe Sections Together
C3 D - Digging Pipeline Trench
6J
E.
.., F
G
E - Construction Inspections I
F - Lowering Pipe Into French
G - Backfilling Trench and Pipeline
H - Hydrotesting Pipeline
i
I - Site Restoration
3.2 Construction Procedures for WOUS Crossings
Open Cut Method: The open cut method is proposed for the majority of pipeline
installation for the project. The open cut method includes excavating a trench across
a wetland or stream and pulling, carrying, or floating the pipe into position in open
water and dry conditions. For this project, all stream crossings will be completed "in -
the -dry" to avoid and minimize impacts on water quality. Conventional excavation
equipment includes backhoes, dozers, mechanical ditchers, and draglines to excavate
the trench. Equipment will generally be staged outside of the stream and on matts in
wetlands. Following trench excavation, prefabricated pipe strings will be lowered into
the trench, fitted with necessary buoyancy control, and covered with subsoil, then
topsoil. Following pipeline burial, the stream or wetland will be stabilized using
approved restoration methods and temporary vehicle crossings will be removed. See
the Site Restoration Plan and Erosion and Sediment Control Plan for more details.
Isolated Open Cut -Flume Method: The flume crossing method allows for trenching
activities to occur within a relatively dry stream and involves isolating and temporarily
diverting water flows across the trenching area through one or more steel flume pipes
placed within the waterbody. This waterbody crossing method as opposed to the wet
trenching method, minimizes sediment and turbidity within the waterbody. The flume
method is typically used to cross small to intermediate flowing waterbodies. Flume
pipes will be installed in the waterbody according to permit conditions to
accommodate the highest anticipated flows during construction. Duration of in -
stream construction activities will be limited to 24 hours to the maximum extent
possible. It is anticipated that crossings of minor waterbodies (up to 10 feet in width)
will be completed within 24 hours. Larger crossing may extend beyond the 24-hour
preferred window and preferably less than 48 hours across intermediate waterbodies
(greater than 10 feet in width).
34 General Construction Methods

PNG Line 439 Project: Pre -Construction Notification and Permit Support Document
Flume pipes will be installed within waterbodies noted in the Erosion and Sediment
Control Plan (Appendix B). Upon pipe placement, divertors will be placed in the
waterbody around the flume pipes upstream and downstream of the proposed trench.
These devices will dam and divert stream flows through the flume pipes, so that work
can be completed in the dry. Any remaining standing water between the dams will
be pumped out prior to beginning pipeline installation in the crossing. If water
accumulates in the area, it will be periodically pumped out and discharged according
to the project erosion and sediment control plan.
Upon completion of pipeline installation at the crossing, the trench will be restored
according to the Site Restoration Plan (Appendix Q. The flume method has proven
to be an effective technique for constructing pipelines across sensitive waterbodies
preventing the introduction of turbidity or suspended sediments as well as allowing
the continued passage of fish.
Isolated Open Cut -Dam and Pump Method: Dam and pump crossing methods allow
for trenching activities to occur within a relatively dry stream and involves isolating
and temporarily diverting water flows around the pipeline installation area using
pumps and hoses. Pumps and hoses to transport anticipated flows around the
construction work area will be installed in the waterbody according to the project
Erosion and Sediment Control Plan (back-up pumps will be provided onsite in case of
pump failure). The stream will be dammed with sandbags upstream and downstream
of the construction area and the pumps will maintain continuous stream flow until the
pipeline is installed and the streambed and banks are restored according to the Site
Restoration Plan. Pump intakes above the upstream dam will be appropriately
screened and energy dissipation devices will be used to prevent scouring of the
streambed at the discharge location.
HDD Installation Method: The HDD method will be used at 6 locations along the
project corridor as shown on the project figures (Appendix A, Figures tab). HDD
installation avoids land disturbance to the pipeline corridor between the HDD entry
and exit points. This method was selected for certain environmentally sensitive stream
crossings as discussed with regulatory agencies during the project scoping meeting
to avoid and minimize impacts to jurisdictional resources (wetlands, streams,
anadromous fish habitat, and riparian buffer).
As shown on the following diagram, a drill rig will be placed on the entry side of the
stream crossing and a pilot hole will be drilled beneath the waterbody. As drilling
progresses, segments of drill pipe will be inserted into the pilot hole to extend the
length of the drill. Once the pilot hole is complete, the hole will be enlarged to accept
the pipeline using a larger reaming tool that attaches to the end of the drill on the
exit side of the hole. The reamer will be drawn back through the pilot hole toward the
drill rig. Drill pipe sections will be added to the reamer as it progresses toward the rig.
This allows a string of drill pipes to remain in the hole at all times. Several passes of
this process will be required with progressively larger reaming tools to enlarge the
hole to the required diameter for pipeline installation (approximately 12 inches larger
than the pipeline).
35 General Construction Methods

PNG Line 439 Project: Pre -Construction Notification and Permit Support Document
Figure 4: Cross-section of Typical HDD Practices
I'IPE ENTRY EXIT POINT
PONT
PILOT
OBSTACLE -�L ---------
- --
ENTRY SIDE ---- ii9E%IT SIDE
q LLEAT.
HOLE OR ILL EIT DRLL PATH
GENERAL DIRECTION OF
PRDGRESS PILOT HOLE DRILLING
Throughout the HDD installation process, a fluid mixture consisting of water and
bentonite clay will be pumped into the drill hole. This fluid mixture is required to
maintain drill bit lubrication, to transport cuttings, and maintain the integrity of the
drill hole. Small pits will be dug at or near the HDD entry and exit points to temporarily
store drilling fluid and cuttings. The fluid from the pits will be pumped and processed
for reuse.
The pipeline will be fabricated within the temporary construction workspace on the
exit side of the crossing while the drill hole is reamed to the appropriate size. Once
assembled, the pull section will be coated with fusion -bonded epoxy (FBE) along with
an abrasion resistant overlay for protection from abrasive materials that may be
encountered during pipeline installation. The pull section will be inspected and
hydrostatically tested prior to installation. Upon inspection, the pipeline segment will
be attached to the drill string on the exit side of the hole and pulled back through
toward the drill rig.
Excess drilling fluid will be collected during HDD pipeline installation and incorporated
into the soil in an upland area or disposed of at an appropriate facility. HDD operations
have the potential to release drilling fluids into the surface and subsurface
environments through nearby utilities, unconsolidated sediments, fractured bedrock
and faulting or other local structural features. The drilling fluid typically will flow into
the surrounding rock and sand and travel toward the ground surface.
The HDD bores should be designed to provide sufficient depth below water crossings
and/or wetlands to reduce the risk of drilling fluid releasing into such features. While
drilling, fluid seepage away from the borehole is most likely to occur near the bore
entry and exit points where the drill head is shallow; although seepage can occur in
any location along an HDD. The Horizontal Direction Drilling Contingency Plan
provided in Appendix D establishes operational procedures and responsibilities for
the prevention, containment, reporting and cleanup of fluid loss incidents associated
with an HDD installation. Project drawings and specifications also provide details of
the HDD portion of the project.
Temporary Access Road Crossings: Temporary access roads will be constructed
utilizing existing farm roads where possible. Improvements are required to these
36 General Construction Methods

PNG Line 439 Project: Pre -Construction Notification and Permit Support Document
access roads for safety of equipment passage. All roads are required to be a minimum
of 20 -feet due to equipment size. Gravel will be placed in uplands, as necessary.
Wetland mats will be used for access over wetlands to prevent impacts to the resource
according to the ESC Plan and Typical Temporary Road Crossing Detail. Culverts will
be installed and countersunk as required by permit conditions for temporary stream
crossings according to the Typical Temporary Road Crossing Detail and the ESC Plan.
Temporary wetland and stream crossings will be removed and restored upon project
completion according to the ESC Plan and Site Restoration Plan.
Permanent Access Road Crossings: Permanent Access Roads are required along the
route for access to the pipeline corridor for required routine maintenance and
inspections. Permanent access roads require a 20 -ft wide gravel bed. Culverts are
proposed to be installed and countersunk at stream crossings according to NWP 12
and WQC #4133 Permit Conditions. Please see the Typical Permanent Road Crossing
Detail in the Figures Tab (Appendix A) and the ESC Plan (Appendix B) for more details.
3.3 Stormwater Management
The applicant has developed an ESC Plan (Appendix B) in accordance with the North
Carolina General Permit to Discharge Stormwater under the National Pollutant
Discharge Elimination System for Construction Activities (NCG01). The applicant has
been in coordination with the DEQ Washington Regional Office regarding the ESC
Plan and will submit the Plan for permit approval. Any required changes or updates
to the ESC Plan during permit review, will be provided to DEQ and the USACE.
3.3.1 Diffuse Flow Plan
Based on feedback from DEQ at the project scoping meeting, any gravel proposed
within stream buffers should be evaluated for diffuse flow requirements. There are
two permanent access roads that require gravel within the riparian buffer (Impact #12
and #27 on the Riparian Buffer Graphics). Upon evaluation by project engineers,
construction access roads are not expected to modify existing site topography or
create additional channelized flow; therefore, diffuse should not be required. Field
conditions tend to change with time and as construction progresses. If the contractor
notes during construction that there are areas with concentrated flow, the plans state
that the contractor must implement a level spreader to diffuse flow, according to the
level spreader detail on the ESC Plan.
3.3.2 Stormwater Management Plan and Certified Local Government
Stormwater Review
This project meets the low-density threshold as defined in 15A NCAC 02H .1017 and
does not require a Stormwater Management Plan. Additionally, due to the nature of
the proposed project, most disturbed areas will be restored to pre-existing conditions
and contours and therefore, pre- and post -hydrologic conditions should remain the
same.
37 General Construction Methods

PNG Line 439 Project: Pre -Construction Notification and Permit Support Document
3.4 Erosion and Sediment Control
Construction activities will be implemented with strict adherence to the project's
Erosion and Sediment Control Plan (Appendix B). The purpose of the erosion control
measures shown on these plans shall be to preclude the transport of waterborne
sediments resulting from construction activities from entering onto adjacent
properties or state waters to the extent practicable. If field inspection reveals the
inadequacy of the measures to confine sediment to the project site, appropriate
modifications will be made. All provisions of the North Carolina erosion and sediment
control regulations shall apply to this project, including:
• Erosion and sediment control measures shall be installed and maintained in
accordance with the North Carolina erosion and sediment control planning
and design manual. the contractor shall be thoroughly familiar with all
applicable measures contained therein which may be pertinent to this project.
• Points of construction ingress and egress shall be protected by a temporary
construction entrance to prevent tracking of mud onto public rights-of-way.
Where sediment is transported onto a public road surface, the road shall be
thoroughly cleaned periodically through the day if needed and at the end of
each day.
• Sediment control measures may require minor field adjustments at time of
construction to ensure their intended purpose is accomplished.
• Areas disturbed shall, at minimum, be seeded with temporary seeding
regardless of the time window in accordance to ground stabilization notes 1
and 2 above. Seeding is required year-round, including winter months.
• The term stabilization on this plan shall mean placement of permanent
seeding, top soil, mulching, and proper installation of matting within disturbed
areas.
• All slopes 3:1 and steeper shall be stabilized with erosion control blankets as
indicated on these plans to aid in the establishment of a vegetative cover.
• Temporary erosion control measures are not to be removed until all disturbed
areas are stabilized. After stabilization is complete, all measures shall be
removed within 30 days. Trapped sediment shall be removed or spread and
seeded at the direction of the engineer.
• The contractor shall inspect all erosion control measures as described above.
Any necessary repairs or cleanup to maintain the effectiveness of the erosion
control devices shall be made immediately.
• Disturbed areas are to drain to approved sediment control measures until final
stabilization is achieved.
• The contractor shall be responsible for providing adequate drainage or other
protection whenever water seeps from a slope face.
38 General Construction Methods

PNG Line 439 Project: Pre -Construction Notification and Permit Support Document
PNG's contractor will install all soil erosion and sediment control measures at the
commencement of the project and provide maintenance and assure effectiveness
throughout the duration of the project. Care will be taken to minimize downstream
siltation. Raw banks will be seeded and mulched to prevent erosion and all spoils
including organic soils, vegetation and debris will be removed from the site and
properly disposed of in such a manner as to not erode into any body of water or
wetland. Silt fencing will be placed where necessary to prevent sediment from leaving
the work area. Wetland areas will have silt fencing and one layer of straw log installed
no closer than 50 feet from point of wetland delineation. Topsoil stockpiles will be
located to avoid erosion of said stockpile onto offsite areas. All environmental
measures shall be per PNG design and construction standards.
3.5 Environmental Monitoring
The proposed Environmental Monitoring (Plan) prepared specifically for the PNG Line
439 Project is provided in Appendix J. The main objective of the Plan is to address
environmental inspection and monitoring activities proposed during construction to
ensure compliance with the USACE Section 404 Nationwide 12 Permit and associated
DEQ WQC #4133. Additionally, the plan highlights inspection requirements for the NC
Construction General Permit (NCG01). Permit compliance inspections and monitoring
will be conducted routinely through the life of the project to inspect onsite erosion
and sediment controls, best management practices (BMPs), construction methods,
and jurisdictional impact areas to ensure controls and BMPs are installed and operated
properly to protect WOUS and state water quality standards. Additionally, during
inspections, the onsite Environmental Inspector (EI) will make visual observations of
un -impacted adjacent resources to make sure sedimentation and secondary impacts
are not occurring. The Plan generally describes inspection procedures and monitoring
activities proposed pre -construction, during construction, and post construction.
39 General Construction Methods

El
PNG Line 439 Project: Pre -Construction Notification and Permit Support Document
Regulatory Compliance Summary
4.1 CWA Section 401
Water Quality Certification Number 4133 is issued inconformity with the requirements
of Section 401, Public Laws 92-500 and 95-217 of the United States and submit to the
North Carolina Regulations 15A NCAC 02H .0500 and 15A NCAC 02B .0200 for the
discharge of fill material to surface waters and wetland areas as described in 33 CFR
330 Appendix A (B) (12) of the USACE regulations. The State of North Carolina certifies
that the specified category of activity will not violate applicable portions of Sections
301, 302, 303, 306, and 307 of Public Laws 92-500 and 95-217 if conducted in
accordance with the conditions set forth in WQC #4133. The conditions set forth in
WQC #4133 are outlined in the DEQ WQC #4133 Compliance Table in Appendix A.
This table provides each general and regional condition of the WQC #4133 and a
statement on how this project will comply with each applicable condition, and is
intended to assist the regulatory agencies during permit application review.
4.2 CWA Section 404
Activities required for the construction, maintenance, repair, and removal of utility
lines and associated facilities in waters of the United States, provided the activity does
not result in the loss of greater than 1/2 -acre of waters of the United States for each
single and complete project may apply for a NWP 12 with the USACE. The USACE has
issued general and regional conditions for the NWP 12, which are outlined in the NWP
12 Compliance Table in Appendix A. This table provides each general and regional
condition of the NWP 12 and a statement on how this project will comply with each
applicable condition, and is intended to assist the regulatory agencies during permit
application review.
40 Regulatory Compliance Summary
N
Ab
DRAMBY
Regulatory Compliance Summary
4.1 CWA Section 401
Water Quality Certification Number 4133 is issued inconformity with the requirements
of Section 401, Public Laws 92-500 and 95-217 of the United States and submit to the
North Carolina Regulations 15A NCAC 02H .0500 and 15A NCAC 02B .0200 for the
discharge of fill material to surface waters and wetland areas as described in 33 CFR
330 Appendix A (B) (12) of the USACE regulations. The State of North Carolina certifies
that the specified category of activity will not violate applicable portions of Sections
301, 302, 303, 306, and 307 of Public Laws 92-500 and 95-217 if conducted in
accordance with the conditions set forth in WQC #4133. The conditions set forth in
WQC #4133 are outlined in the DEQ WQC #4133 Compliance Table in Appendix A.
This table provides each general and regional condition of the WQC #4133 and a
statement on how this project will comply with each applicable condition, and is
intended to assist the regulatory agencies during permit application review.
4.2 CWA Section 404
Activities required for the construction, maintenance, repair, and removal of utility
lines and associated facilities in waters of the United States, provided the activity does
not result in the loss of greater than 1/2 -acre of waters of the United States for each
single and complete project may apply for a NWP 12 with the USACE. The USACE has
issued general and regional conditions for the NWP 12, which are outlined in the NWP
12 Compliance Table in Appendix A. This table provides each general and regional
condition of the NWP 12 and a statement on how this project will comply with each
applicable condition, and is intended to assist the regulatory agencies during permit
application review.
40 Regulatory Compliance Summary

PNG Line 439 Project: Pre -Construction Notification and Permit Support Document
4.3 CWA Section 408
Activities affecting structures or works built by the United States requires review (and
permission) from the USACE pursuant to 33 U.S.C. 408 to determine if the proposed
project will alter, temporarily/permanently occupy, use a USACE federally authorized
Civil Works project. Based on feedback from the USACE during the project scoping
meeting, the project may alter the Wilmington District's Civil Works Tar River
Navigation Project. "Alteration" refers to any action by any entity other than USACE
that builds upon, alters, improves, moves, obstructs, or occupies an existing USACE
project. Pursuant to 33 USC 408, coordination with the Wilmington District will be
undertaken during the NWP 12 permit review process to determine whether or not
the project requires a Section 408 permission. Based on feedback from the USACE,
the USACE PM for this project will facilitate this coordination with the Wilmington
District once the PCN application is complete. The applicant proposes to install the
pipeline via HDD methods to avoid impacts to the Tar River and the federal navigation
project; therefore, Section 408 approval should not be required. Based on the
proposed depth of installation and the location of HDD entry and exit points, as shown
on the plan and profile provided in the Construction Plans in Appendix K, this project
should not alter the federal navigation project.
4.4 Section 10 Rivers and Harbors Act
Section 10 of the Rivers and Harbors Act of 1899 requires authorization from the
USACE, for the construction of any structure in or over any navigable water of the
United States. Structures or work outside the limits defined for navigable waters of
the United States require a Section 10 permit if the structure or work affects the
course, location, or condition of the water body. The law applies to any dredging or
disposal of dredged materials, excavation, filling, re-channelization, or any other
modification of a navigable water of the United States, and applies to all structures,
from the smallest floating dock to the largest commercial undertaking. It further
includes, without limitation, any wharf, dolphin, weir, boom breakwater, jetty, groin,
bank protection (e.g. riprap, revetment, bulkhead), mooring structures such as pilings,
aerial or subaqueous power transmission lines, intake or outfall pipes, permanently
moored floating vessel, tunnel, artificial canal, boat ramp, aids to navigation, and any
other permanent, or semi-permanent obstacle or obstruction. This project proposes
subaqueous pipeline installation under the Tar River, a Section 10 water. Review and
approval of a Section 10 permit is requested with this permit application submittal.
Based on feedback from the USACE, the USACE PM for this project will facilitate this
coordination with the Wilmington District once the PCN application is complete.
41 Regulatory Compliance Summary

Appendices A -K
Appendix A: Pre -Construction Notification
with Compliance Tables
Appendix B: Erosion and Sediment Control Plan
Appendix C: Site Restoration/ Revegetation Plan
Appendix D: HDD Contingency Plan
Appendix E: Request for Preliminary
Jurisdictional Determination
Appendix F: Buffer Determination Request
Appendix G: Phase I Cultural Resources Survey Report
Appendix H: DMS Credit Availability Letters
Appendix I: Threatened and Endangered
Resources Database Information
Appendix J: Environmental Monitoring Plan
Appendix K: Construction Plans

Appendix A
Pre -Construction Notification with Compliance Tables

a`'oF wArE�Q�
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Page 1 of 10
PCN Form — Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the Corps:
❑X Section 404 Permit ❑X Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number: 4133
1c.
Has the NWP or GP number been verified by the Corps?
❑X Yes ❑ No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
❑X 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑X Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes ❑X No
For the record only for Corps Permit:
❑ Yes ❑X No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
❑X Yes ❑ No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes ❑X No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑X No
2.
Project Information
2a.
Name of project:
2b.
County:
Pitt
2c.
Nearest municipality / town:
Greenville
2d.
Subdivision name:
--
2e.
NCDOT only, T.I.P. or state project no:
N/A
3.
Owner Information
3a.
Name(s) on Recorded Deed:
3b.
Deed Book and Page No.
Varies; available upon request
3c.
Responsible Party (for LLC if
applicable):
N/A
3d.
Street address:
4720 Piedmont Row Drive
3e.
City, state, zip:
Charlotte, North Carolina, 28210
3f.
Telephone no.:
[phone]
3g.
Fax no.:
N/A
3h.
Email address:
[e-mail]
Page 1 of 10
PCN Form — Version 1.4 January 2009

4.
Applicant Information (if different from owner)
4a.
Applicant is:
❑ Agent ❑X Other, specify: Same as Owner
4b.
Name:
Aaron Weldon
4c.
Business name
(if applicable):
4d.
Street address:
4720 Piedmont Row Drive
4e.
City, state, zip:
Charlotte, North Carolina, 28210
4f.
Telephone no.:
[phone]
4g.
Fax no.:
N/A
4h.
Email address:
[e-mail]
5.
Agent/Consultant Information (if applicable)
5a.
Name:
J. Shearin Dramby
5b.
Business name
(if applicable):
Dramby Environmental Consulting, Inc.
5c.
Street address:
8801 Fast Park Drive, #301
5d.
City, state, zip:
Raleigh, North Carolina, 27612
5e.
Telephone no.:
[phone]
5f.
Fax no.:
N/A
5g.
Email address:
[e-mail]
Page 2 of 10

B.
Project Information and Prior Project History
1.
Property Identification
1a.
Property identification no. (tax PIN or parcel ID):
Varies along the corridor route
1 b.
Site coordinates (in decimal degrees):
Latitude: 35.521437
Longitude: -77.351637
1 c.
Property size:
664 acres
2.
Surface Waters
2a.
Name of nearest body of water to proposed project:
Tar River, Juniper Branch, Fork Swamp, Gum Swamp
2b. Water Quality Classification of nearest receiving water:
C;NSW, QNSW, C;Sw,NSW, C;Sw,NSW
2c.
River basin:
Tar -Pamlico River Basin and Neuse River Basin
3.
Project Description
3a.
Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
3b.
List the total estimated acreage of all existing wetlands on the
property: 135.19
3c.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 17,976
3d.
Explain the purpose of the proposed project:
3e.
Describe the overall project in detail, including the type of equipment to be used:
4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (includingall prior phases in the past?
0 Yes ❑ No ❑ Unknown
Comments:
4b.
If the Corps made the jurisdictional determination, what type
of determination was made?
0 Preliminary ❑ Final
4c.
If yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other: N/A
4d.
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5.
Project History
5a.
Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes 0 No ❑ Unknown
5b.
If yes, explain in detail according to "help file" instructions.
6.
Future Project Plans
6a.
Is this a phased project?
❑ Yes 0 No
6b.
If yes, explain.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑X Wetlands ❑X Streams —tributaries ❑X Buffers ❑X Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary T
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1 T
T
Choose one
Yes/No
-
W2 -
Choose one
Choose one
Yes/No
W3 -
Choose one
Choose one
Yes/No
W4 -
Choose one
Choose one
Yes/No
W5 -
Choose one
Choose one
Yes/No
W6 -
Choose one
Choose one
Yes/No
2g. Total Wetland Impacts:
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 -
Choose one
S2 -
Choose one
S3 -
Choose one
-
S4 -
Choose one
-
S5 -
Choose one
-
S6 -
Choose one
-
3h. Total stream and tributary impacts
3i. Comments:
Page 4 of 10
PCN Form — Version 1.4 January 2009

2. Wetland Impacts
2a. Wetland
Impact Number
Permanent (P) or
Temporary (T)
2b. Type of Impact
2c. Type of
Wetland
2d. Forested
2e. Type of Jurisdiction
Corps (404, 10) or DWQ
(401, other)
2f. Area of
Impact
(acres)
1
T
Land Clearing
PSS
No
404/401
0.019
2
P (Conversion)
Land Clearing
PSS
No
404/401
0.021
3
T
Land Clearing
PSS
No
404/401
0.013
4
T
Land Clearing
PSS
No
404/401
0.02
5
P (Conversion)
Land Clearing
PSS
No
404/401
0.016
6
T
Land Clearing
PSS
No
404/401
0.008
8
T
Land Clearing
PEM
No
404/401
0.301
9
T
Land Clearing
PEM
No
404/401
0.022
10
T
Land Clearing
PEM
No
404/401
0.032
11
T
Land Clearing
PFO
Yes
404/401
0.308
12
P (Conversion)
Land Clearing
PFO
Yes
404/401
0.43
13
T
Land Clearing
PFO
Yes
404/401
0.131
14
T
Land Clearing
PEM
No
404/401
0.004
15
T
Land Clearing
PEM
No
404/401
0.015
16
T
Land Clearing
PFO
Yes
404/401
0.198
17
P (Conversion)
Land Clearing
PFO
Yes
404/401
0.45
18
T
Land Clearing
PFO
Yes
404/401
0.006
19
T
Land Clearing
PFO
Yes
404/401
0.141
20
T
Land Clearing
PEM
No
404/401
0.002
21
T
Land Clearing
PEM
No
404/401
0.008
22
P
Temporary Fill
PEM
No
404/401
0.001
23
P
Temporary Fill
PEM
No
404/401
0.001
25
T
Land Clearing
PEM
No
404/401
0.003
26
T
Land Clearing
PEM
No
404/401
0.005
27
T
Land Clearing
PEM
No
404/401
0.34
28
P (Conversion)
Land Clearing
PFO
Yes
404/401
0.008
29
T
Land Clearing
PFO
Yes
404/401
0.031
30
P (Conversion)
Land Clearing
PFO
Yes
404/401
0.001
32
T
Land Clearing
PFO
Yes
404/401
0.033
33
T
Land Clearing
PEM
No
404/401
4.201
34
T
Land Clearing
PEM
No
404/401
0.012
35
T
Land Clearing
PEM
No
404/401
0.007
36
T
Land Clearing
PFO
Yes
404/401
0.089
37
P (Conversion)
Land Clearing
PFO
Yes
404/401
0.862
38
T
Land Clearing
PFO
Yes
404/401
1
39
T
Land Clearing
PFO
Yes
404/401
0.654
40
T
Land Clearing
PFO
Yes
404/401
0.671
41
P (Conversion)
Land Clearing
PFO
Yes
404/401
1.804
42
T
Land Clearing
PFO
Yes
404/401
0.539
43
T
Land Clearing
PFO
Yes
404/401
0.212
45
T
Land Clearing
PEM
No
404/401
0.009
46
T
Land Clearing
PEM
No
404/401
0.011
47
T
Land Clearing
PEM
No
404/401
0.028
48
P (Conversion)
Excavation
PFO
Yes
404/401
0.046
49
T
Land Clearing
PFO
Yes
404/401
0.073
51
T
Land Clearing
PEM
No
404/401
0.013
52
T
Land Clearing
PEM
No
404/401
0.015
53
T
Land Clearing
PEM
No
404/401
0.009
54
T
Land Clearing
PFO
Yes
404/401
0.323
55
T
Land Clearing
PFO
Yes
404/401
0.234
56
P (Conversion)
Land Clearing
PFO
Yes
404/401
0.725
57
P (Conversion)
Land Clearing
PFO
Yes
404/401
0.388
58
T
Land Clearing
PEM
No
404/401
0.004
59
T
Land Clearing
PEM
No
404/401
0.062
60
T
Land Clearing
PEM
No
404/401
0.009
61
T
Temporary Fill
PEM
No
404/401
0.0002

2a. Wetland
Impact Number
Permanent (P) or
Temporary (T)
2b. Type of Impact
2c. Type of
Wetland
2d. Forested
2e. Type of Jurisdiction
Corps (404, 10) or DWQ
(401, other)
2f. Area of
Impact
(acres)
62
T
Temporary Fill
PEM
No
404/401
0.0002
63
T
Temporary Fill
PEM
No
404/401
0.0001
64
T
Land Clearing
PEM
No
404/401
0.024
65
T
Land Clearing
PEM
No
404/401
0.023
67
T
Land Clearing
PEM
No
404/401
0.002
68
T
Land Clearing
PEM
No
404/401
0.0001
69
T
Land Clearing
PEM
No
404/401
0.004
70
T
Land Clearing
PEM
No
404/401
0.073
72
T
Land Clearing
PSS
No
404/401
0.003
73
P (Conversion)
Land Clearing
PSS
No
404/401
0.01
76
T
Land Clearing
PSS
No
404/401
0.01
77
T
Land Clearing
PSS
No
404/401
0.026
78
P (Conversion)
Land Clearing
PSS
No
404/401
0.082
79
T
Land Clearing
PSS
No
404/401
0.064
80
T
Land Clearing
PSS
No
404/401
0.004
81
T
Land Clearing
PFO
Yes
404/401
0.044
82
P (Conversion)
Land Clearing
PFO
Yes
404/401
0.112
83
T
Land Clearing
PFO
Yes
404/401
0.064
86
T
Land Clearing
PEM
No
404/401
0.017
88
T
Land Clearing
PFO
Yes
404/401
0.289
89
P (Conversion)
Land Clearing
PFO
Yes
404/401
0.413
90
T
Land Clearing
PFO
Yes
404/401
0.131
91
T
Land Clearing
PFO
Yes
404/401
0.039
92
P (Conversion)
Land Clearing
PFO
Yes
404/401
0.068
93
T
Land Clearing
PFO
Yes
404/401
0.005
96
T
Land Clearing
PEM
No
404/401
0.024
97
P (Conversion)
Land Clearing
PFO
Yes
404/401
0.127
98
T
Land Clearing
PFO
Yes
404/401
0.002
99
T
Land Clearing
PFO
Yes
404/401
0.001
102
P (Conversion)
Land Clearing
PFO
Yes
404/401
0.568
103
T
Land Clearing
PFO
Yes
404/401
0.19
104
T
Land Clearing
PFO
Yes
404/401
0.283
105
T
Land Clearing
PFO
Yes
404/401
0.104
106
P (Conversion)
Land Clearing
PFO
Yes
404/401
0.31
107
T
Land Clearing
PFO
Yes
404/401
0.206
108
T
Land Clearing
PEM
No
404/401
0.234
109
T
Land Clearing
PEM
No
404/401
0.022
110
T
Land Clearing
PEM
No
404/401
0.333
111
T
Land Clearing
PSS
No
404/401
0.002
112
P (Conversion)
Land Clearing
PSS
No
404/401
0.008
113
T
Land Clearing
PSS
No
404/401
0.01
114
P
Land Clearing
PEM
No
404/401
0.002
115
T
Land Clearing
PEM
No
404/401
0.002
116
T
Land Clearing
PEM
No
404/401
0.004
117
T
Land Clearing
PEM
No
404/401
0.111
118
T
Land Clearing
PFO
Yes
404/401
0.794
119
P (Conversion)
Land Clearing
PFO
Yes
404/401
2.361
120
T
Land Clearing
PFO
Yes
404/401
1.619
122
T
Land Clearing
PFO
Yes
404/401
0.0001
125
T
Land Clearing
PFO
Yes
404/401
0.002
126
P (Conversion)
Land Clearing
PFO
Yes
404/401
0.364
127
T
Land Clearing
PFO
Yes
404/401
0.336
128
T
Land Clearing
PFO
Yes
404/401
0.059
129
P (Conversion)
Land Clearing
PFO
Yes
404/401
0.208
130
T
Land Clearing
PFO
Yes
404/401
0.15
131
T
Land Clearing
PFO
Yes
404/401
0.252
132
P (Conversion)
Land Clearing
PFO
Yes
404/401
0.722

2a. Wetland
Impact Number
Permanent (P) or
Temporary (T)
2b. Type of Impact
2c. Type of
Wetland
2d. Forested
2e. Type of Jurisdiction
Corps (404, 10) or DWQ
(401, other)
2f. Area of
Impact
(acres)
133
T
Land Clearing
PFO
Yes
404/401
0.043
134
T
Land Clearing
PFO
Yes
404/401
0.397
138
T
Land Clearing
PEM
No
404/401
0.048
139
T
Land Clearing
PFO
Yes
404/401
0.561
140
P (Conversion)
Land Clearing
PFO
Yes
404/401
0.583
141
T
Land Clearing
PFO
Yes
404/401
0.265
142
T
Land Clearing
PEM
No
404/401
0.001
143
T
Land Clearing
PEM
No
404/401
0.127
144
T
Land Clearing
PEM
No
404/401
0.003
145
T
Land Clearing
PEM
No
404/401
0.01
147
T
Land Clearing
PEM
No
404/401
0.018
148
T
Land Clearing
PSS
No
404/401
0.127
149
T
Land Clearing
PSS
No
404/401
0.256
150
P (Conversion)
Land Clearing
PSS
No
404/401
0.384
151
T
Land Clearing
PEM
No
404/401
0.0002
152
T
Land Clearing
PEM
No
404/401
0.013
153
T
Land Clearing
PEM
No
404/401
0.023
154
T
Land Clearing
PEM
No
404/401
0.019
155
P (Conversion)
Land Clearing
PFO
Yes
404/401
0.08
156
P (Conversion)
Land Clearing
PFO
Yes
404/401
0.11
158
T
Land Clearing
PEM
No
404/401
0.025
159
T
Land Clearing
PEM
No
404/401
0.017
162
T
Land Clearing
PEM
No
404/401
0.005
163
T
Land Clearing
PFO
Yes
404/401
0.007
164
P (Conversion)
Land Clearing
PFO
Yes
404/401
0.019
165
T
Land Clearing
PFO
Yes
404/401
0.016
166
T
Land Clearing
PFO
Yes
404/401
0.339
167
T
Land Clearing
PFO
Yes
404/401
0.181
168
P (Conversion)
Land Clearing
PFO
Yes
404/401
0.525
173
T
Land Clearing
PEM
No
404/401
0.018
174
T
Land Clearing
PEM
No
404/401
0.005
175
T
Land Clearing
PSS
No
404/401
0.007
176
P (Conversion)
Land Clearing
PSS
No
404/401
0.002
177
P (Conversion)
Land Clearing
PSS
No
404/401
0.001
179
T
Land Clearing
PSS
No
404/401
0.004
180
T
Land Clearing
PSS
No
404/401
0.002
181
T
Land Clearing
PSS
No
404/401
0.005
182
P (Conversion)
Land Clearing
PSS
No
404/401
0.012
183
T
Land Clearing
PSS
No
404/401
0.003
184
P (Conversion)
Land Clearing
PSS
No
404/401
0.001
185
T
Land Clearing
PSS
No
404/401
0.005
186
P (Conversion)
Land Clearing
PSS
No
404/401
0.01
187
T
Land Clearing
PSS
No
404/401
0.003
188
P (Conversion)
Land Clearing
PSS
No
404/401
0.004
189
P (Conversion)
Land Clearing
PFO
Yes
404/401
0.014
190
T
Land Clearing
PFO
Yes
404/401
0.007
192
T
Land Clearing
PFO
Yes
404/401
0.016
193
P (Conversion)
Land Clearing
PFO
Yes
404/401
0.024
194
P (Conversion)
Land Clearing
PFO
Yes
404/401
0.018
195
T
Land Clearing
PFO
Yes
404/401
0.012
197
P (Conversion)
Land Clearing
PFO
Yes
404/401
0.029
198
T
Land Clearing
PFO
Yes
404/401
0.018
199
T
Land Clearing
PSS
No
404/401
0.094
200
P (Conversion)
Land Clearing
PSS
No
404/401
0.287
201
T
Land Clearing
PSS
No
404/401
0.111
202
T
Land Clearing
PEM
No
404/401
0.004
203
T
Land Clearing
I PSS
No
404/401
0.044

2a. Wetland
Impact Number
Permanent (P) or
Temporary (T)
2b. Type of Impact
2c. Type of
Wetland
2d. Forested
2e. Type of Jurisdiction
Corps (404, 10) or DWQ
(401, other)
2f. Area of
Impact
(acres)
204
T
Land Clearing
PEM
No
404/401
0.001
205
T
Land Clearing
PEM
No
404/401
0.019
206
T
Land Clearing
PEM
No
404/401
0.009
207
T
Land Clearing
PFO
Yes
404/401
0.011
208
T
Land Clearing
PEM
No
404/401
0.02
209
T
Land Clearing
PEM
No
404/401
0.053
210
T
Land Clearing
PEM
No
404/401
0.008
211
T
Land Clearing
PEM
No
404/401
0.003
212
P (Conversion)
Land Clearing
PFO
Yes
404/10/401
0.45
213
P (Conversion)
Land Clearing
PFO
Yes
404/10/401
0.072
214
P (Conversion)
Land Clearing
PFO
Yes
404/10/401
0.066
215
P (Conversion)
Land Clearing
PFO
Yes
404/10/401
0.77
216
T
Land Clearing
PEM
No
404/401
0.022
217
T
Land Clearing
PEM
No
404/401
0.05
218
T
Land Clearing
PEM
No
404/401
0.02
220
P
Fill
PFO
Yes
404/401
0.064
221
P (Conversion)
Land Clearing
PFO
Yes
404/401
0.174
222
T
Land Clearing
PFO
Yes
404/401
0.046
2g. Total Wetland Impacts:
32.3059
* Note, Land Clearing was chosen for impact type for Permananet Conversion Impacts. Although, excavation will occur for pipe
placement and backfill will occur to restore contours, the impact area is permanent due to maintance land clearing activities.

3. Stream Impacts
3a. Impact
Number
Permanent (P) or
Temporary (T)
3b. Impact Type
3c. Stream Name
3d. Perennial,
Intermittent,
Modified
3e. Type of
Jurisdiction
3f. Average
Stream Width
(LF)
3g. Impact
Length (LF)
7
T
Excavation/Fill
NA
Intermittent
404/401
3
110
24
T
Excavation/Fill
NA
Modified
404/401
3
60
44
T
Excavation/Fill
NA
Modified
404/401
5
130
50
T
Excavation/Fill
Horsepen Swamp
Perennial
404/401
20
130
66
T
Excavation/Fill
NA
Modified
404/401
7
113
71
T
Excavation/Fill
NA
Perennial
404/401
7
62
74
T
Excavation/Fill
NA
Modified
404/401
5
72
75
T
Excavation/Fill
NA
Modified
404/401
12
61
84
T
Excavation/Fill
NA
Modified
404/401
5
71
85
T
Excavation/Fill
NA
Modified
404/401
5
96
87
T
Excavation/Fill
NA
Modified
404/401
5
373
94
T
Excavation/Fill
NA
Modified
404/401
7
199
95
T
Excavation/Fill
NA
Modified
404/401
7
82
100
T
Excavation/Fill
NA
Modified
404/401
5
19
101
T
Excavation/Fill
NA
Modified
404/401
3
7
121
T
Excavation/Fill
NA
Modified
404/401
5
635
123
T
Excavation/Fill
NA
Modified
404/401
5
205
124
T
Excavation/Fill
Indian Well Swamp
Modified
404/401
5
72
135
T
Excavation/Fill
NA
Modified
404/401
5
1265
136
T
Excavation/Fill
NA
Modified
404/401
5
457
137
T
Excavation/Fill
NA
Modified
404/401
5
702
146
T
Excavation/Fill
Juniper Branch
Modified
404/401
7
110
157
T
Excavation/Fill
NA
Modified
404/401
3
3
161
T
Excavation/Fill
NA
Modified
404/401
5
2
169
T
Excavation/Fill
NA
Modified
404/401
3
94
170
P
Culvert
NA
Modified
404/401
3
20
171
P
Culvert
NA
Modified
404/401
3
58
172
P
Culvert
NA
Modified
404/401
5
157
178
T
Excavation/Fill
NA
Intermittent
404/401
3
191
191
T
Excavation/Fill
Mill Creek
Perennial
404/401
5
55
196
T
Excavation/Fill
INA
Perennial
404/401
5
52
219
T
Excavation/Fill
INA
Modified
404/401
3
50
3h. Total stream and tributary impacts
5713

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then indivi ually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01
02
03 -
Choose one
Choose
04
Choose one
Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments: No ponds or lakes will be constructed.
5h. Is a dam high hazard permit required?
❑ Yes ❑X No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑X Neuse ❑X Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number —
Permanent (P) or
Temporary T
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
B1
Yes/No
B2 -
Yes/No
B3 -
Yes/No
B4 -
Yes/No
B5 -
Yes/No
B6 -
Yes/No
6h. Total Buffer Impacts:
6i. Comments:
Page 5 of 10

4. Open Water Impacts
4a. Impact Number
Temporary (T) or Permanent
(P)
4b. Name of Waterbody 4c. Type of Impact
4d. Waterbody Type
4e. Area of
Impact (Acres)
31
Temporary Impact
N/A Excavation
PUB
0.098
160
Temporary Impact
N/A Excavation
PUB
0.061
4f. Total Open Water Impacts
0.159

6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If
any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
® Neuse ®Tar -Pamlico El Other:
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number -
Reason for
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
impact
Stream name
mitigation
(square feet)
(square feet)
Temporary T
required?
BI ® P ❑ T
Utility Line
Installation
Unnamed Tributary
®❑ Nos
976.97
1606.95
Utility Line
Unnamed Tributary
❑ yes
B1 ❑ P ®T
Installation
® No
4055.55
3231.61
Utility Line
Unnamed Tributary
®❑
B2 ®P ❑ T
Installation
No
1180.87
2432.20
Utility Line
Unnamed Tributary
❑ Yes
B2 ❑ P ®T
Installation
®No
1190.64
1395.14
Utility Line
Unnamed Tributary
®❑
B3 ®P ❑ T
Installation
No
1503.93
1002.66
Utility Line
Unnamed Tributary
B3 ❑ P ®T
Installation
® Nos
1137.47
1001.14
Utility Line
Unnamed Tributary
® yes
B4 ® P ❑ T
Installation
❑ No
6474.11
2992.03
Utility Line
Unnamed Tributary
B4 El ® T
Installation
® Nos
2472.11
2429.78
Utility Line
Unnamed Tributary
®❑
B5 ® P [:IT
Installation
No
1140.17
780.38
Utility Line
Unnamed Tributary
❑ yes
B5 ❑ P ®T
Installation
® No
0
0
Utility Line
Unnamed Tributary
® yes
B6 ®P ❑ T
Installation
❑ No
3321.46
2268.75
Utility Line
Unnamed Tributary
B6 ❑ P ®T
Installation
® Nos
125.23
820.99
Utility Line
Unnamed Tributary
®❑
B7 ®P ❑ T
Installation
No
3296.58
2219.77
Utility Line
Unnamed Tributary
❑ yes
B7 ❑ P ®T
Installation
® No
3568.84
3240.80
Utility Line
Unnamed Tributary
®❑
B8 ® P ❑ T
Installation
No
3194.71
2125.60
Utility Line
Unnamed Tributary
B8 ❑ P ®T
Installation
® Nos
1384.07
1111.72

Utility Line
Unnamed Tributary
® yes
B9 ®P ❑ T
Installation
❑ No
3068.96
2051.70
Utility Line
Unnamed Tributary
B9 ❑ P ®T
Installation
® Nos
1537.34
1160.89
Utility Line
Unnamed Tributary
® yes
B10 ®P ❑ T
Installation
❑ No
3046.17
2030.83
Utility Line
Unnamed Tributary
❑ yes
B10 ❑ P ®T
Installation
® No
1492.88
1458.79
Utility Line
Unnamed Tributary
Bl 1 ®P ❑ T
Installation
® Nos
3540.43
2318.63
Utility Line
Unnamed Tributary
Bl l ❑ P ®T
Installation
El Nos
1488.57
1152.85
Utility Line
Unnamed Tributary
B12 ®P ❑ T
Installation
® Nos
4641.37
3005.84
Utility Line
Unnamed Tributary
1312 ❑ P ®T
Installation
El Nos
2735.45
4428.57
Utility Line
Unnamed Tributary
B13 ®P ❑ T
Installation
® Nos
8273.12
6067.10
Utility Line
Unnamed Tributary
El Yes
B13 ❑ P ®T
Installation
® No
4781.64
5806.27
Utility Line
Unnamed Tributary
B14 ®P ❑ T
Installation
El Nos
3298.48
2199.29
Utility Line
Unnamed Tributary
B14 ❑ P ®T
Installation
® Nos
2254.19
2161.12
Utility Line
Unnamed Tributary
® yes
1315 ®P ❑ T
Installation
❑ No
1821.30
1009.62
Utility Line
Unnamed Tributary
1315 ❑ P ®T
Installation
® Nos
16299.19
2576.23
Utility Line
Unnamed Tributary
® yes
1316 ®P ❑ T
Installation
❑ No
0
0
Utility Line
Unnamed Tributary
❑ yes
B16 ❑ P ®T
Installation
® No
7068.24
529.01
Utility Line
Unnamed Tributary
® yes
B17 ®P ❑ T
Installation
El No
1668.43
1109.14
Utility Line
Unnamed Tributary
B17 ❑ P ®T
Installation
® Nos
1761.80
1372.14
Utility Line
Unnamed Tributary
® yes
B18 ®P ❑ T
Installation
❑ No
0
357.38
Utility Line
Unnamed Tributary
❑ yes
1318 ❑ P ®T
Installation
0 No
1167.73
1941.35

Utility Line
Unnamed Tributary
®❑
B19 ®P ❑ T
Installation
No
4379.78
2924.88
Utility Line
Unnamed Tributary
B19 ❑ P ®T
Installation
® Nos
2811.00
2457.73
Utility Line
Unnamed Tributary
®❑
B20 ® P E]T
Installation
No
1564.10
181.92
Utility Line
Unnamed Tributary
❑ yes
B20 ❑ P ® T
Installation
® No
0
0
Utility Line
Unnamed Tributary
®❑
B21 ® P El
Installation
No
1101.42
4112.20
Utility Line
Unnamed Tributary
B21 E]P ® T
Installation
® Nos
3807.50
3683.98
Utility Line
Unnamed Tributary
®❑
B22 ®P ❑ T
Installation
No
0
1081.71
Utility Line
Unnamed Tributary
B22 ❑ P ®T
Installation
® Nos
277.98
633.92
Utility Line
Unnamed Tributary
® yes
B23 ®P ❑ T
Installation
❑ No
79.10
1423.03
Utility Line
Unnamed Tributary
❑ yes
B23 ❑ P ®T
Installation
® No
739.55
725.04
Utility Line
Unnamed Tributary
®❑
B24 ®P ❑ T
Installation
No
3039.77
2325.08
Utility Line
Unnamed Tributary
B24 ❑ P ®T
Installation
® Nos
4537.10
3934.16
Utility Line
Unnamed Tributary
®❑
B25 ® P [:]T
Installation
No
2748.20
845.14
Utility Line
Unnamed Tributary
❑ yes
B25 ❑ P ® T
Installation
® No
0
0
Utility Line
Unnamed Tributary
®❑
B26 ® P [:]T
Installation
No
3894.65
2251.68
Utility Line
Unnamed Tributary
B26 ❑ P ®T
Installation
® Nos
2641.15
2210.06
Utility Line
Unnamed Tributary
® Yes
B27 ®P ❑ T
Installation
ElNo
708.93
2309.82
Utility Line
Unnamed Tributary
B27 ❑ P ®T
Installation
® Nos
1251.05
1093.99
Utility Line
Unnamed Tributary
®❑
B28 ®P ❑ T
Installation
No
229.55
1691.01
Utility Line
Unnamed Tributary
❑ yes
B28 ❑ P ®T
Installation
0 No
1374.26
2159.94

Utility Line
Unnamed Tributary
® Yes
B29 ® P E]T
Installation
El No
1148.07
712.08
Utility Line
Unnamed Tributary
❑ yes
B29 ❑ P ®T
Installation
® No
0
0
Utility Line
Unnamed Tributary
® yes
B30 ® P ❑ T
Installation
❑ No
0
0
Utility Line
Unnamed Tributary
❑ yes
B30 ❑ P ® T
Installation
® No
3037.28
2024.83
Utility Line
Unnamed Tributary
® yes
1331 ®P ❑ T
Installation
❑ No
0
0
Utility Line
Unnamed Tributary
B31 E]P ® T
Installation
® Nos
6631.22
4930.08
6h. Total buffer impacts (sq. feet)
124,742.37
142,522.88
6i. Comments:

D.
Impact Justification and Mitigation
1.
Avoidance and Minimization
1a.
Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
1 b.
Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
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?
❑X Yes ❑ No
2b.
If yes, mitigation is required by (check all that apply):X❑
DWQ ❑X Corps
2c.
If yes, which mitigation option will be used for this
project?
❑Q Mitigation bank
Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3.
Complete if Using a Mitigation Bank
3a.
Name of Mitigation Bank:
3b.
Credits Purchased (attach receipt and letter)
Type:
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c.
Comments:
4.
Complete if Making a Payment to In -lieu Fee Program
4a.
Approval letter from in -lieu fee program is attached.
❑X Yes
4b.
Stream mitigation requested:
235 linear feet
4c.
If using stream mitigation, stream temperature:
Choose one
4d.
Buffer mitigation requested (DWQ only):
square feet
4e.
Riparian wetland mitigation requested:
acres
4f.
Non -riparian wetland mitigation requested:
acres
4g.
Coastal (tidal) wetland mitigation requested:
0 acres
4h.
Comments: Stream mitigation is not required. See Permit Support Document
5.
Complete if Using a Permittee Responsible Mitigation Plan
5a.
If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
❑X Yes ❑ No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c.
6d.
6e.
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
See attached Permit Support Document and table.
6h. Comments:
Page 7 of 10

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1 a.
Does the project include or is it adjacent to protected riparian buffers identified
❑X Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑X No
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
2b.
Does this project require a Stormwater Management Plan?
❑ Yes ❑X No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative
description of the plan:
N/A
2e.
Who will be responsible for the review of the Stormwater Management Plan?
N/A
3.
Certified Local Government Stormwater Review
3a.
In which localgovernment's jurisdiction is thisproject?
Pitt County/Greenville
❑ Phase II
❑ NSW
3b.
Which of the following locally -implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑X Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑X No
attached?
4.
DWQ Stormwater Program Review
❑Coastal counties
❑ HQW
4a.
Which of the following state -implemented stormwater management programs apply
❑ORW
(check all that apply):
❑Session Law 2006-246
❑X Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑X No
attached?
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑X Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑X Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1 a.
Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes X❑ No
use of public (federal/state) land?
1 b.
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c.
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes ❑ No
letter.)
Comments:
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
E] Yes ❑X No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after -the -fact permit application?
El Yes ❑X No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3.
Cumulative Impacts (DWQ Requirement)
3a.
Will this project (based on past and reasonably anticipated future impacts) result in
❑Yes ❑X No
additional development, which could impact nearby downstream water quality?
3b.
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4.
Sewage Disposal (DWQ Requirement)
4a.
Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
Page 9 of 10
PCN Form — Version 1.4 January 2009

S. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
ZYes ❑x No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
0 Yes 0 No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
Raleigh
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
U.S. Fish & Wildlife Service IPaC, NOAH, NMFS, and North Carolina Natural Heritage Program (NHP) Data Explorer
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes 0 No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NOAH Habitat Conservation Essential Fish Habitat Mapper
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ❑X No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
Phase I Cultural Resources Survey and SHPO Coordination. See attached Permit Support Document Section 2.2.1.3
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
0 Yes ❑ No
8b. If yes, explain how project meets FEMA requirements:
The project does not propose an increase to the base flood elevation. The ground will be restored to natural grade after pipeline
installation.
8c. What source(s) did you use to make the floodplain determination?
North Carolina Flood Risk Information System
NAra t� WQ.101'0n
31 til'`
Applicant/Agent's Printed Name
-✓ —
ApplicantlAgent's Signature
Date
(Agent's signature is valid only if an authorization
letter from the applicant isprovided.)
Page 10 of 10

LINE 439 PROJECT:
Compliance with Nationwide 12 Permit General Conditions
General Conditions
Compliance with Condition
Project Meets
Condition?
(Yes, No, N/A)
1 - Navigation:
The applicant proposes to install the pipeline 30 -feet
Yes
No activity may cause more
(ft.) beneath the Tar River (navigable) using
than a minimal adverse effect
horizontal directional drill (HDD) construction
on navigation.
methods, which will avoid disturbing the bed and the
banks of the river. The pipeline will be installed at a
30 -ft. depth beneath the channel according to the
profile in Appendix D to avoid interfering with
current or future USACE projects.
2 - Aquatic Life Movements:
The applicant proposes to install the pipeline in
Yes
No activity may substantially
accordance with applicable best management
disrupt the necessary life cycle
practices, which include measures to minimize
movements of those species of
impacts on aquatic life movements. In -stream
aquatic life indigenous to the
construction activities in waterbodies will be
waterbody, including those
completed as quickly as possible to minimize impacts.
species that normally migrate
Downstream flows will be maintained during open cut
through the area, unless the
installations by use of adequately sized pumps or
activity's primary purpose is to
flumes according to the specifications in the Erosion
impound water. All permanent
and Sediment Control Plan (Appendix X) to protect
and temporary crossings of
aquatic life and prevent interruption of existing
waterbodies shall be suitably
downstream uses. Based on the project scoping
culverted, bridged, or
meeting, WRC may require biological monitoring of
otherwise designed and
certain streams for anadromous fish if open -cut
constructed to maintain low
installation of single stream crossings takes longer
flows to sustain the movement
than 24 -hours to complete. The USACE will
of those aquatic species. If a
coordinate comments and any monitoring
bottomless culvert cannot be
requirements from WRC, USFWS, NMFS, and/or
used, then the crossing should
DMF personnel during review of this permit
be designed and constructed to
application. Time of year restrictions are not
minimize adverse effects to
anticipated for this project.
aquatic life movements.
3 - Spawning Areas:
The applicant proposes to complete installation of the
Yes
Activities in spawning areas
pipeline during periods of low flow where practicable
during spawning seasons must
and expediting in -stream construction activities.
be avoided to the maximum
Based on the project scoping meeting, WRC may
extent practicable. Activities
require biological monitoring of certain streams for
that result in the physical
anadromous fish if open -cut installation of single
destruction (e.g., through
stream crossings takes longer than 24 -hours to
excavation, fill, or downstream
complete. The USACE will coordinate comments and
smothering by substantial
any monitoring requirements from WRC, USFWS,
turbidity) of an important
NMFS, and/or DMF personnel during review of this
spawning area are not
permit application. Time of year restrictions are not
authorized.
anticipated for this project.

4 - Migratory Bird Breeding:
In the event that clearing is necessary within
Yes
Activities in waters of the
migratory bird nesting season, the applicant will avoid
United States that serve as
impacts to nests observed within the construction
breeding areas for migratory
right -of -way to the maximum extent practicable in
birds must be avoided to the
accordance with the Migratory Bird Treaty Act.
maximum extent practicable.
5 - Shellfish Beds:
Concentrated shellfish populations are not anticipated
N/A
No activity may occur in areas
within the project area.
of concentrated shellfish
populations, unless the activity
is directly related to a shellfish
harvesting activity authorized
by NWPs 4 and 48, or is a
shellfish seeding or habitat
restoration activity authorized
by NWP 27.
6 - Suitable Material:
The applicant proposes to use the material excavated
Yes
No activity may use unsuitable
from the pipeline trench to backfill the trench in areas
material (e.g., trash, debris, car
where the pipeline will be installed using
bodies, asphalt, etc.). Material
conventional trenching techniques. The backfilled
used for construction or
material will be free from trash and other unsuitable
discharged must be free from
material. The applicant will dispose of drill cuttings
toxic pollutants in toxic
generated during the HDD installation of the pipeline
amounts (see section 307 of
outside of wetlands and waterbodies in accordance
the Clean Water Act).
with landowner requirements and any applicable local
regulations.
7 - Water Supply Intakes:
The only identified potable water intake is located just
Yes
No activity may occur in the
downstream of the HDD Tar River Crossing. No in -
proximity of a public water
stream work is proposed on the Tar River; therefore,
supply intake, except where
impacts to the water intake are not anticipated.
the activity is for the repair or
improvement of public water
supply intake structures or
adjacent bank stabilization.
8 - Adverse Effects from
The applicant will install the pipeline in accordance
Yes
Impoundments:
with best management practices to prevent
If the activity creates an
impoundment of water, adverse effects to the aquatic
impoundment of water,
system due to accelerating the passage of water,
adverse effects to the aquatic
and/or restricting its flow to the maximum extent
system due to accelerating the
practicable. BMPs include measures to minimize the
passage of water, and/or
duration of in -stream activities and maintain
restricting its flow must be
downstream flows.
minimized to the maximum
extent practicable.
9 - Management of Water
The applicant will restore course, condition, and
Yes
Flows:
capacity of stream flows from waterbody crossings to
To the maximum extent
the maximum extent practicable. The pipeline will be
practicable, the pre-
installed in accordance with applicable best
construction course, condition,
management practices and specific measures designed
capacity, and location of open
to minimize duration of in- stream activities and

waters must be maintained for
maintain downstream flow by completing pipeline
each activity, including stream
installation as quickly as possible. Stream flows will
channelization, storm water
be maintained during the use of dry crossing methods
management activities, and
according the project erosion and sediment control
temporary and permanent road
plan (Appendix B).
crossings, except as provided
below. The activity must be
constructed to withstand
expected high flows. The
activity must not restrict or
impede the passage of normal
or high flows, unless the
primary purpose of the activity
is to impound water or manage
high flows. The activity may
alter the pre -construction
course, condition, capacity,
and location of open waters if
it benefits the aquatic
environment (e.g., stream
restoration or relocation
activities).
10- Fills Within 100 -Year
The applicant will comply with applicable state and
Yes
Floodplains: The activity must
local floodplain requirements for this project. No
comply with applicable
permanent impacts to FEMA floodplain are
FEMA -approved state or local
anticipated. See Exhibit 5 for FEMA floodplain maps
floodplain management
for the project area. Based on conversations with the
requirements.
local floodplain coordinator, the design engineer is
required to submit a letter to each local floodplain
coordinator within the project jurisdiction that states
the project proposes no increase in flood elevation
from the proposed buried pipeline.
11 - Equipment:
To minimize soil disturbance, the applicant proposes
Yes
Heavy equipment working in
to utilize mats if standing water or saturated soils are
wetlands or mudflats must be
present and equipment would cause rutting in
placed on mats, or other
wetlands. See the Erosion and Sediment Control Plan
measures must be taken to
in Appendix B for details on the use of equipment
minimize soil disturbance.
mats and locations.
12 - Soil Erosion and Sediment
The applicant proposes installation of erosion and
Yes
Controls:
sediment control measures prior to grading and soil
Appropriate soil erosion and
disturbance. Erosion and sediment controls will be
sediment controls must be used
properly maintained throughout construction until the
and maintained in effective
site is stabilized. See the Erosion and Sediment
operating condition during
Control Plan in Appendix B for more details.
construction, and all exposed
soil and other fills, as well as
any work below the ordinary
high water mark or high tide
line, must be permanently
stabilized at the earliest

practicable date. Permittees are
encouraged to perform work
within waters of the United
States during periods of low -
flow or no -flow, or during low
tides.
13 - Removal of Temporary
The applicant proposes to backfill the trench and
Yes
Fills:
restore pre -construction contours according to the
Temporary fills must be
construction plans and specifications (Appendix K)
removed in their entirety and
and the Site Restoration Plan (Appendix Q. Excess
the affected areas returned to
materials will be removed from wetlands and
pre -construction elevations.
disposed of in a suitable upland area within the limits
The affected areas must be
of disturbance. Temporary bridges and/or construction
revegetated, as appropriate.
mats used within wetlands and waterbodies to
facilitate installation of the pipeline and equipment
travel will be removed once construction and
restoration is complete.
14 - Proper Maintenance:
The applicant will maintain the pipeline in accordance
Yes
Any authorized structure or fill
with applicable state and federal safety standards and
shall be properly maintained,
specifications to ensure public safety and compliance
including maintenance to
with applicable NWP general and activity -specific
ensure public safety and
permit conditions.
compliance with applicable
NWP general conditions, as
well as any activity -specific
conditions added by the district
engineer to an NWP
authorization.
15 - Single and Complete
Most proposed WOUS crossings will be considered a
Yes
Project:
single and compete project under the provisions of
The activity must be a single
Nationwide Permit 12 and all calculation of the
and complete project. The
project's impacts are provided in a manner for the
same NWP cannot be used
USACE and DEQ to review each crossing separately.
more than once for the same
single and complete project.
16 - Wild and Scenic Rivers:
This project does not cross any federally designated
N/A
(a) No NWP activity may
Wild and Scenic Rivers.
occur in a component of the
National Wild and Scenic
River System, or in a river
officially designated by
Congress as a "study river" for
possible inclusion in the
system while the river is in an
official study status, unless the
appropriate Federal agency
with direct management
responsibility for such river,
has determined in writing that
the proposed activity will not

adversely affect the Wild and
Scenic River designation or
study status.
(b) If a proposed NWP activity
will occur in a component of
the National Wild and Scenic
River System, or in a river
officially designated by
Congress as a "study river" for
possible inclusion in the
system while the river is in an
official study status, the
permittee must submit a pre -
construction notification (see
general condition 32). The
district engineer will
coordinate the PCN with the
Federal agency with direct
management responsibility for
that river. The permittee shall
not begin the NWP activity
until notified by the district
engineer that the Federal
agency with direct
management responsibility for
that river has determined in
writing that the proposed NWP
activity will not adversely
affect the Wild and Scenic
River designation or study
status.
(c) Information on Wild and
Scenic Rivers may be obtained
from the appropriate Federal
land management agency
responsible for the designated
Wild and Scenic River or study
river (e.g., National Park
Service, U.S. Forest Service,
Bureau of Land Management,
U.S. Fish and Wildlife
Service). Information on these
rivers is also available at:
http://www.rivers.gov/.
17 - Tribal Rights:
This project is not anticipated to impact tribal rights.
N/A
No NWP activity may cause
more than minimal adverse
effects on tribal rights
(including treaty rights),

protected tribal resources, or
tribal lands.
18 - Endangered Species:
Impacts to Threatened and/or Endangered Species or
Yes
No activity is authorized
associated habitat are not anticipated for this project.
under any NWP which is likely
See Section 6.2 of the Permit Support document for
to directly or indirectly
information on Endangered Species. The USACE is
jeopardize the continued
required to coordinate with the USFWS and NOAA
existence of a threatened or
Fisheries to determine whether federally listed
endangered species or a
endangered or threatened species or designated
species proposed for such
critical habitat are found in the vicinity of the Project,
designation, as identified under
and to evaluate the potential effects of the proposed
the Federal Endangered
actions on those species or critical habitat. The Tar
Species Act (ESA), or which
River is considered critical habitat for the Atlantic
will directly or indirectly
Sturgeon; however, no in -stream work, which would
destroy or adversely modify
trigger formal consultation, is proposed. Impacts to
the critical habitat of such
the Tar River will be avoided via HDD installation of
species. No activity is
the pipeline.
authorized under any NWP
which "may affect" a listed
species or critical habitat,
unless ESA section 7
consultation addressing the
effects of the proposed activity
has been completed. Direct
effects are the immediate
effects on listed species and
critical habitat caused by the
NWP activity. Indirect effects
are those effects on listed
species and critical habitat that
are caused by the NWP
activity and are later in time,
but still are reasonably certain
to occur.
19 - Migratory Bird and Bald
The applicant will avoid impacts to nests observed
Yes
and Golden Eagle Permits:
within the construction right -of -way in accordance
The permittee is responsible
with the Migratory Bird Treaty Act to the maximum
for ensuring their action
extent practicable. If an active bald eagle nest is
complies with the Migratory
identified in the vicinity of the project, the applicant
Bird Treaty Act and the Bald
will adhere to the requirements of the National Bald
and Golden Eagle Protection
Eagle Management guidelines to minimize potential
Act. The permittee is
impacts on nesting eagles.
responsible for contacting
appropriate local office of the
U.S. Fish and Wildlife Service
to determine applicable
measures to reduce impacts to
migratory birds or eagles,
including whether "incidental
take" permits are necessary

and available under the
Migratory Bird Treaty Act or
Bald and Golden Eagle
Protection Act for a particular
activity.
20 - Historic Properties:
A phase I cultural resources survey was conducted in
Yes
In cases where the district
the project area in accordance with a Department of
engineer determines that the
Historic Resources approved workplan. The results of
activity may have the potential
the survey are located in Appendix G. No significant
to cause effects to properties
historic or cultural resources have been identified
listed, or eligible for listing, in
within he project area.
the National Register of
Historic Places, the activity is
not authorized, until the
requirements of Section 106 of
the National Historic
Preservation Act (NHPA) have
been satisfied.
21 - Discovery of Previously
The applicant will cease work immediately upon
Yes
Unknown Remains and
discovery of previously unknown remains and
Artifacts:
artifacts and report the discovery to USACE and
If you discover any previously
SHPO.
unknown historic, cultural or
archeological remains and
artifacts while accomplishing
the activity authorized by this
permit, you must immediately
notify the district engineer of
what you have found, and to
the maximum extent
practicable, avoid construction
activities that may affect the
remains and artifacts until the
required coordination has been
completed. The district
engineer will initiate the
Federal, Tribal, and state
coordination required to
determine if the items or
remains warrant a recovery
effort or if the site is eligible
for listing in the National
Register of Historic Places.
22 - Designated Critical
The project is not located within a National Oceanic
Yes
Resource Waters:
and Atmospheric Administration- designated marine
Critical resource waters
sanctuary, National Estuarine Research Reserve, or
include, NOAA-managed
National Wild and Scenic River. In addition, the
marine sanctuaries and marine
project will not affect critical habitat for federally
monuments, and National
listed threatened and endangered species. The Tar
Estuarine Research Reserves.
River is designated as critical habitat for the Atlantic
The district engineer may
Sturgeon; however, no in -stream work is proposed in

designate, after notice and
the Tar River. Impacts to the Tar River will be
opportunity for public
avoided via HDD installation of the pipeline under the
comment, additional waters
River according the construction plans located in
officially designated by a state
Appendix K.
as having particular
environmental or ecological
significance, such as
outstanding national resource
waters or state natural heritage
sites. The district engineer may
also designate additional
critical resource waters after
notice and opportunity for
public comment. (a)
Discharges of dredged or fill
material into waters of the
United States are not
authorized by NWPs 7, 12, 14,
16, 17, 21, 29, 31, 35, 39, 40,
42, 43, 44, 49, 50, 51, and 52
for any activity within, or
directly affecting, critical
resource waters, including
wetlands adjacent to such
waters.
23 - Mitigation:
Temporary impacts to wetlands and streams will be
Yes
(see NWP 12 for full
restored to pre -construction contours according to the
mitigation requirement
Site Restoration Plan (Appendix Q. The applicant
language).
has provided a conceptual compensatory mitigation
plan for unavoidable wetland conversion impacts.
See Section 3 of the Permit Support Document.
24 - Safety of Impoundment
No permanent impoundments in waters of the U. S
Yes
Structures:
will be constructed as part of the project.
To ensure that all
impoundment structures are
safely designed, the district
engineer may require non -
Federal applicants to
demonstrate that the structures
comply with established state
dam safety criteria or have
been designed by qualified
persons. The district engineer
may also require
documentation that the design
has been independently
reviewed by similarly qualified
persons, and appropriate
modifications made to ensure
safety.

25 - Water Quality:
Section 401 Water Quality Certification 4133 has
Yes
Where States and authorized
been conditionally granted for Nationwide Permit 12.
Tribes, or EPA where
The applicant will follow all conditions as described
applicable, have not previously
by the 401 Certification.
certified compliance of an
NWP with CWA section 401,
individual 401 Water Quality
Certification must be obtained
or waived (see 33 CFR
330.4(c)). The district engineer
or State or Tribe may require
additional water quality
management measures to
ensure that the authorized
activity does not result in more
than minimal degradation of
water quality.
26 - Coastal Zone
This project is not located within one of the
Yes
Management:
designated coastal zone counties in North Carolina.
In coastal states where an
NWP has not previously
received a state coastal zone
management consistency
concurrence, an individual
state coastal zone management
consistency concurrence must
be obtained, or a presumption
of concurrence must occur (see
33 CFR 330.4(d)). The district
engineer or a State may require
additional measures to ensure
that the authorized activity is
consistent with state coastal
zone management
requirements.
27 - Regional and Case -By-
See the USACE Regional Conditions Table
Yes
Case Conditions:
(Appendix X)
The activity must comply with
any regional conditions that
may have been added by the
Division Engineer (see 33 CFR
330.4(e)) and with any case
specific conditions added by
the Corps or by the state,
Indian Tribe, or U.S. EPA in
its section 401 Water Quality
Certification, or by the state in
its Coastal Zone Management
Act consistency determination.
28 - Use of Multiple
N/A
N/A
Nationwide Permits:

The use of more than one
NWP for a single and complete
project is prohibited, except
when the acreage loss of
waters of the United States
authorized by the NWPs does
not exceed the acreage limit of
the NWP with the highest
specified acreage limit. For
example, if a road crossing
over tidal waters is constructed
under NWP 14, with
associated bank stabilization
authorized by NWP 13, the
maximum acreage loss of
waters of the United States for
the total project cannot exceed
1/3 -acre.
29 - Transfer of Nationwide
The applicant does not intend to transfer this permit
Yes
Permit Verifications:
verification; however, in the event a transfer is
If the permittee sells the
required, the applicant will notify the USACE in
property associated with a
accordance with the requirements of GC 29.
nationwide permit verification,
the permittee may transfer the
nationwide permit verification
to the new owner by
submitting a letter to the
appropriate Corps district
office to validate the transfer.
A copy of the nationwide
permit verification must be
attached to the letter, and the
letter must contain the required
statement and signature.
30 - Compliance Certification:
The applicant will submit a signed certification,
Yes
Each permittee who receives
stating that the work was completed in accordance
an NWP verification letter
with permit conditions upon project completion.
from the Corps must provide a
signed certification
documenting completion of the
authorized activity and
implementation of any
required compensatory
mitigation. The success of any
required permittee -responsible
mitigation, including the
achievement of ecological
performance standards, will be
addressed separately by the
district engineer. The Corps
will provide the permittee the

certification document with the
NWP verification letter.
31 - Activities Affecting
The Tar River has a designated federal USACE
Yes
Structures or Works Built by
Project. Based on comments received during the
the United States:
project scoping meeting, the USACE will coordinate
If an NWP activity also
with the Section 408 representative in the Wilmington
requires permission from the
District to determine if this project proposes impacts
Corps pursuant to 33 U.S.C.
to the federal navigation USACE project. The
408 because it will alter or
applicant proposes to install pipeline via HDD
temporarily or permanently
methods to avoid impacts to the Tar River and the
occupy or use a U.S. Army
federal navigation project; therefore, Section 408
Corps of Engineers (USACE)
approval is not anticipated.
federally authorized Civil
Works project (a "USACE
project"), the prospective
permittee must submit a pre -
construction notification. See
paragraph (b)(10) of general
condition 32. An activity that
requires section 408
permission is not authorized by
NWP until the appropriate
Corps office issues the section
408 permission to alter,
occupy, or use the USACE
project, and the district
engineer issues a written NWP
verification.
32 - Pre - Construction
The required, completed PCN and associated permit
Yes
Notification:
support documentation is attached.

Piedmont Natural Gas Line 439 Project:
Compliance with Nationwide 12 Permit Regional Conditions
Regional Conditions
Compliance with Condition
Project Meets
Condition?
(Yes, No, N/A
1.1 - Anadromous Fish Spawning Areas:
Based on initial feedback from the
Yes
Waters of the United States identified by either
agencies during the scoping
the North Carolina Division of Marine Fisheries
meeting, time of year restrictions
(NCDMF) or the North Carolina Wildlife
are not anticipated. However, WRC
Resources Commission (NCWRC) as
may require bio -monitoring of
anadromous fish spawning areas are excluded
certain stream crossings if open cut
during the period between February 15 and
installation takes longer than 24 -
June 30, without prior written approval from the
hours to complete. Further
Corps and either NCDMF or NCWRC.
coordination with the resource
agencies will be conducted by the
USACE during permit application
review.
1.2 - Trout Waters Moratorium:
This project is not located in any of
N/A
Waters of the United States in the designated
the 25 designated trout counties.
trout watersheds of North Carolina are excluded
during the period between October 15 and April
15 without prior written approval from the
NCWRC, or from the Eastern Band of
Cherokee Indians (EBCI) Fisheries and
Wildlife Management (FWM) office if the
project is located on EBCI trust land. (See
Section 2.7 for information on the designated
trout watersheds).
1.3 - Sturgeon Spawning Areas:
Atlantic sturgeon of the Carolina
Yes
Waters of the United States designated as
DPS are known or believed to occur
sturgeon spawning areas are excluded during
in the Tar River. The applicant will
the period between February 1 and June 30,
utilize the HDD construction
without prior written approval from the NMFS.
method under the Tar River, which
would avoid impacts on the
spawning of Atlantic sturgeon.
2.1 - Western NC Counties:
This project is not located in any of
N/A
Counties with tributaries that drain to
the designated western counties.
designated critical habitat that require
notification to the Asheville U.S. Fish and
Wildlife Service: Avery, Cherokee, Forsyth,
Graham, Haywood, Henderson, Jackson,
Macon, Mecklenburg, Mitchell, Stokes, Surry,
Swain, Transylvania, Union and Yancey.
2.2 - Special Designation Waters:
The applicant will comply with
Yes
Prior to the use of any NWP, except NWP 3,
Regional Condition 2.2 by
that involves a discharge of dredged or fill
complying with NWP General
material in any of the following identified
Condition 31 and submitting a
waters and/or adjacent wetlands in North
complete PCN for all wetlands and
Carolina, permittees shall submit a PCN to the
waterbodies crossed by the Project.

District Engineer prior to commencing the
activity (see General Condition 32). The North
Carolina waters and wetlands that require
additional notification requirements are: Special
Designation Waters: "Outstanding Resource
Waters" (ORW) or "High Quality Waters"
(HQW) as designated by the North Carolina
Environmental Management Commission;
"Primary Nursery Areas" (PNA), including
inland PNA, as designated by the North
Carolina Marine Fisheries Commission and the
NCWRC; or wetlands adjacent to these waters.
2.3 - Coastal Area Management Act Areas of
This project is not located in any of
Yes
Environmental Concern:
the designated coastal area
Non-federal permittees for any NWP in a
management counties.
designated "Area of Environmental Concern"
(AEC) in the twenty (20) counties of Eastern
North Carolina covered by the North Carolina
Coastal Area Management Act (CAMA) must
also obtain the required CAMA permit.
Development activities for non-federal projects
may not commence until a copy of the approved
CAMA permit is furnished to the appropriate
Wilmington District Regulatory Field Office.
2.4 - Barrier Islands:
This project is not located on any of
N/A
Prior to the use of any NWP on a barrier island
the NC barrier islands.
of North Carolina, permittees must submit a
PCN to the District Engineer prior to
commencing the activity (see General
Condition 32).
2.5 - Mountain or Bogs:
This project area does not contain a
N/A
Prior to the use of any NWP in a Bog, as
Bog.
classified by the North Carolina Wetland
Assessment Methodology (NCWAM),
permittees shall submit a PCN to the District
Engineer prior to commencing the activity (see
General Condition 32).
2.6 - Animal Waste Facilities:
This project does not propose any
N/A
Prior to use of any NWP for construction of
animal waste facilities.
animal waste facilities in waters of the United
States, including wetlands, permittees shall
submit a PCN to the District Engineer prior to
commencing the activity (see General
Condition 32).
2.7 - Trout Waters:
This project is not located in any of
N/A
Prior to any discharge of dredge or fill material
the 25 designated trout counties.
into streams, waterbodies or wetlands within
the 294 designated trout watersheds of North
Carolina, the permittee shall submit a PCN.

2.8 - Western NC Waters and Corridors:
This project is not located in the
N/A
The permittee shall submit a PCN (see General
Western part of the State.
Condition 32) to the District Engineer prior to
commencing the activity in waters of the United
States if the activity will occur within any of the
identified waters in western North Carolina,
within 0.5 mile on either side of these waters, or
within 0.75 mile of the Little Tennessee River,
as measured from the top of the bank of the
respective water i.e., river, stream, or creek).
3.1 - Limitation of Loss of Stream Bed:
No permanent impacts are proposed
Yes
NWPs may not be used for activities that may
to waterbodies due to mainline
result in the loss or degradation of more than
pipeline construction. Where access
300 total linear feet of stream bed, unless the
road improvements are necessary,
District Engineer has waived the 300 linear foot
impacts will be minimized to the
limit for ephemeral and intermittent streams on
maximum extent practicable, and
a case-by-case basis and has determined that the
impacts will be kept below the
proposed activity will result in minimal
NWP 12 threshold for each single
individual and cumulative adverse impacts to
and complete crossing.
the aquatic environment. Waivers for the loss
of ephemeral and intermittent streams must be
in writing and documented by
appropriate/accepted stream quality
assessments*. This waiver only applies to the
300 linear feet threshold for NWPs.
3.2 - Mitigation for Loss of Stream Bed:
Permanent impacts are required for
Yes
For any NWP that results in a loss of more than
permanent access road
150 linear feet of stream, the permittee shall
improvements. See the conceptual
provide a mitigation proposal to compensate for
mitigation plan located in Permit
more than minimal individual and cumulative
Support Document mitigation of
adverse impacts to the aquatic environment.
unavoidable impacts associated with
For stream losses of 150 linear feet or less that
permanent access roads and
require a PCN, the District Engineer may
permanent wetland conversion
determine, on a case-by-case basis, that
impacts associated with the pipeline
compensatory mitigation is required to ensure
maintenance corridor.
that the activity results in minimal adverse
effect on the aquatic environment.
3.3 - Pre - construction Notification for Loss of
See the attached PCN.
Yes
Streambed Exceeding 150 feet:
Prior to use of any NWP for any activity which
impacts more than 150 total linear feet of
perennial stream, intermittent or ephemeral
stream, the permittee shall submit a PCN to the
District Engineer prior to commencing the
activity (see General Condition 32).
3.4 - Restriction on Use of Live Concrete:
Any required live concrete will take
Yes
For all NWPs which allow the use of concrete
place at a minimum of 100 -feet
as a building material, live or fresh concrete,
from wetlands and waterbodies.
including bags of uncured concrete, may not

come into contact with the water in or entering
into waters of the United States. Water inside
coffer dams or casings that has been in contact
with wet concrete shall only be returned to
waters of the United States after the concrete is
set and cured and when it no longer poses a
threat to aquatic organisms.
3.5 - Requirements for Using Riprap for Bank
Rip rap is not proposed for bank
N/A
Stabilization:
stabilization. See Site Restoration
Plan and typical cross-sections
3.5.1. Where bank stabilization is conducted as
located in the Erosion and Sediment
part of an activity, natural design,
Control Plan.
bioengineering and/or geoengineering methods
that incorporate natural durable materials,
native seed mixes, and native plants and shrubs
are to be utilized to the maximum extent
practicable.
3.5.2. Filter cloth must be placed underneath the
Rip rap is not proposed for bank
N/A
riprap as an additional requirement of its use in
stabilization.
North Carolina waters. The placement of filter
fabric is not required if the riprap will be
pushed or "keyed" into the bank of the
waterbody. A waiver from the specifications in
this Regional Condition may be requested in
writing. The waiver will only be issued if it can
be demonstrated that the impacts of complying
with this Regional Condition would result in
greater adverse impacts to the aquatic
environment.
3.5.3. The placement of riprap shall be limited
No rip rap is proposed for this
Yes
to the areas depicted on submitted work plan
project. Gravel improvements are
drawings.
required for permanent access roads
and gravel is also proposed in
uplands on temporary access roads.
3.5.4. The riprap material shall be clean and
Rip rap is not proposed for bank
N/A
free from loose dirt or any pollutant except in
stabilization.
trace quantities that would not have an adverse
environmental effect.
3.5.5. It shall be of a size sufficient to prevent
Rip rap is not proposed for bank
N/A
its movement from the authorized alignment by
stabilization.
natural forces under normal conditions.
3.5.6. The riprap material shall consist of clean
Rip rap is not proposed for bank
N/A
rock or masonry material such as, but not
stabilization.
limited to, granite, marl, or broken concrete.
3.6 - Safe Passage Requirements for Culvert
The applicant will comply with
Yes
Placement:
Regional Condition 3.6 for any
required access road culverts.
3.6.1. For all NWPs that involve the
Proper sizing of culverts will be
construction/installation of culverts, measures
based on average historical low flow

will be included in the construction/installation
and spring flow to minimize
that will promote the safe passage of fish and
potential for altering the stream
other aquatic organisms. The dimension,
channel and constructed in a manner
pattern, and profile of the stream above and
that minimizes destabilization and
below a pipe or culvert should not be modified
head cutting. Please see the typical
by altering the width or depth of the stream
road crossing cross-sections for
profile in connection with the construction
more information.
activity. The width, height, and gradient of a
proposed culvert should be sufficient to pass the
average historical low flow and spring flow
without adversely altering flow velocity.
Spring flow is the seasonal sustained high flow
that typically occurs in the spring. Spring flows
should be determined from gage data, if
available. In the absence of such data, bank -full
flow can be used as a comparable indicator.
In Public Trust Areas of Environmental
Concern (AEC) and/or the Estuarine Waters
AEC as designated by the Coastal Area
Management Act (CAMA): All pipes/culverts
must be sufficiently sized to allow for the burial
of the bottom of the culvert at least one foot
below normal bed elevation. In all other areas:
Culverts greater than 48 inches in diameter will
be buried at least one foot below the bed of the
stream. Culverts 48 inches in diameter or less
shall be buried to maintain aquatic passage and
to maintain passage during drought or low flow
conditions, and every effort shall be made to
maintain the existing channel slope.
Culverts must be designed and constructed in a
manner that minimizes destabilization and head
cutting. Destabilizing the channel and head
cutting upstream should be considered and
appropriate actions incorporated in the design
and placement of the culvert.
All counties: Culverts placed within riparian
and/or riverine wetlands must be installed in a
manner that does not restrict the flow and
circulation patterns of waters of the United
States.
Culverts placed across wetland fills purely for
the purposes of equalizing surface water do not
have to be buried, but the culverts must be of
adequate size and/or number to ensure
unrestricted transmission of water.
3.6.2. Bank -full flows (or less) shall be
N/A
N/A
accommodated through maintenance of the

existing bankfull channel cross sectional area.
Additional culverts or culvert barrels at such
crossings shall be allowed only to receive bank -
full flows.
3.6.3. Where adjacent floodplain is available,
N/A
N/A
flows exceeding bank -full should be
accommodated by installing culverts at the
floodplain elevation. Additional culverts or
culvert barrels at such crossings should not be
buried, or if buried, must have sills at the inlets
to ensure that they only receive flows exceeding
bank -full.
3.6.4. Excavation of existing stream channels
Excavation of existing stream
Yes
shall be limited to the minimum necessary to
channels will be limited to the
construct or install the proposed culvert. The
minimum necessary to construct or
final width of the impacted stream at the culvert
install the proposed culvert.
inlet and outlet should be no greater than the
original stream width. A waiver from this
condition may be requested in writing; this
request must be specific as to the reason(s) for
the request. The waiver will be issued if the
proposed design would result in less impacts to
the aquatic environment and/or if it can be
demonstrated that it is not practicable to restore
the final width of the impacted stream at the
culvert inlet and outlet to the width of the
original stream channel.
3.6.5. The width of the culvert shall be
The width of the culvert will be
Yes
comparable to the width of the stream channel.
comparable to the width of the
If the width of the culvert is wider than the
stream channel.
stream channel, the culvert shall include baffles,
benches and/or sills to maintain the width of the
stream channel. A waiver from this condition
may be requested in writing; this request must
be specific as to the reason(s) for the request.
The waiver will be issued if it can be
demonstrated that it is not practicable or
necessary to include baffles, benches or sills
and the design would result in less impacts to
the aquatic environment.
3.7 - Notification to NCDENR Shellfish
This project is not located within a
N/A
Sanitation Section:
shellfish sanitation area.
Permittees shall notify the NCDEQ Shellfish
Sanitation Section prior to dredging in or
removing sediment from an area closed to shell
fishing where the effluent may be released to an
area open for shell fishing or swimming in
order to avoid contamination from the disposal

area and cause a temporary shellfish closure to
be made.
3.8 - Submerged Aquatic Vegetation:
This project does not contain SAV.
N/A
Impacts to Submerged Aquatic Vegetation
(SAV) are not authorized by any NWP, except
NWP 48, unless EFH Consultation has been
completed pursuant to the Magnuson -Stevens
Fisheries Conservation and Management Act
(Magnuson -Stevens Act).
3.9 - Sedimentation and Erosion Control
Please see the project Erosion and
Yes
Structures and Measures: All PCNs will
Sediment Control Plan located in
identify and describe sedimentation and erosion
Appendix B.
control structures and measures proposed for
placement in waters of the United States. The
structures and measures should be depicted on
maps, surveys or drawings showing location
and impacts to jurisdictional wetlands and
streams.
3.10 - Restoration of Temporary Impacts to
The applicant proposes to comply
Yes
Stream Beds:
with Condition 3.10. Please seethe
Upon completion of work that involves
Site Restoration Plan in Appendix C
temporary stream impacts, streambeds are to be
for details.
restored to pre -project elevations and widths
using natural streambed material such that the
impacted stream reach mimics the adjacent
upstream and downstream reach. The impacted
area shall be backfilled with natural streambed
material to a depth of at least 12 inches or to the
bottom depth of the impacted area if shallower
than 12 inches. An engineered in -stream
structure or material can be used to provide
protection of a buried structure if it provides
benefits to the aquatic environment and can be
accomplished by a natural streambed design. A
permittee may request a waiver of this
condition if it is determined a buried structure
needs significant physical protection beyond
those provided in this condition.
3.11 - Restoration of Temporary Impacts to
The applicant proposes to comply
Yes
Stream Banks:
with Condition 3.11. Please see the
Upon completion of work involving temporary
Site Restoration Plan in Appendix C
stream bank impacts, stream banks are to be
for details.
restored to pre -project grade and contours or
beneficial grade and contours if the original
bank slope is steep and unstable. Natural
durable materials, native seed mixes, and native
plants and shrubs are to be utilized in the
restoration. Natural designs which use
bioengineered and/or geoengineered methods
are to be applied. An engineered structure or

material can be used to provide protection of a
buried structure if it provides benefits to the
stream bank environment, provided it is not in
excess of the minimum amount needed for
protection and does not exceed an average of
one cubic yard per running foot placed along
the bank below the plane of the ordinary high-
water mark. A permittee may request a waiver
of this condition if it is determined a buried
structure needs significant physical protection
beyond those provided in this condition. This
condition does not apply to NWP 27 — Aquatic
Habitat Restoration, Enhancement, and
Establishment Activities.
3.12 - Federal Navigation Channel Setbacks
Structures or fills within a Federally
Yes
and Corps Easements:
Authorized Channel Setback are not
anticipated for this project. The
3.12.1. Authorized structures and fills located in
PCN is attached.
or adjacent to Federally authorized waterways
will be constructed in accordance with the latest
setback criteria established by the Wilmington
District Engineer. The permittee shall submit a
PCN (see General Condition 32) to the District
Engineer prior to the construction of any
structures or fills within the Federally
Authorized Channel Setback.
3.12.2. The permittee shall obtain a Consent to
This project does not propose to
N/A
Cross Government Easement from the
cross a USACE easement.
Wilmington District's Land Use Coordinator
prior to any crossing of the Corps easement
and/or prior to commencing construction of any
structures, authorized dredging or other work
within the right-of-way of, or in proximity to, a
federally designated disposal area. The Land
Use Coordinator may be contacted at: CESAW-
OP-N, 69 Darlington Avenue, Wilmington,
North Carolina 28403-1343, email: SAWWeb-
[e-mail]
3.13 - Northern Long-eared Bat — Endangered
See Section 6.2 of the Permit
Yes
Species Act Compliance:
Support Document.
The Wilmington District, U.S. Army Corps of
Engineers has consulted with the United States
Fish and Wildlife Service (USFWS) in regard
to the threatened Northern long-eared bat
(NLEB) (Myotis septentrionalis) and Standard
Local Operating Procedures for Endangered
Species (SLOPES) have been approved by the
Corps and the USFWS. This condition
concerns effects to the NLEB only and does not

address effects to other federally listed species
and/or federally designated critical habitat.
3.14 - Work on Eastern Band of Cherokee
No work is proposed within the
N/A
Indians Land:
Eastern Band of Cherokee Indians
All PCNs submitted for activities in waters of
Land.
the United States on Eastern Band of Cherokee
Indians (EBCI) trust land (i.e., Qualla Boundary
and non-contiguous tracts of trust land), must
comply with the requirements of the latest
MOU between the Wilmington District and the
Eastern Band of Cherokee Indians.
4.1 - NWP #12 - Utility Line Activities
Based on feedback during the
Yes
agency scoping meeting, the
4.1.1. Pipeline/utility line construction through
resources agencies requested
jurisdictional waters and wetlands will be
additional HDD installations for the
accomplished utilizing directional
project. As a result of that meeting,
drillingiboring methods to the maximum extent
the applicant is proposing HDD
practicable.
installation at 6 locations along the
pipeline route to avoid and
minimize impacts to jurisdictional
features. See Permit Support
Document for more detailed
information on HDD locations and
avoidance and minimization
measures.
4.1.2. Temporary discharge of excavated or fill
Temporary discharge of excavated
Yes
material into wetlands and waters of the United
or fill material into wetlands and
States will be for the absolute minimum period
waters of the United States will be
of time necessary to accomplish the work.
for the absolute minimum period of
Temporary discharges will be fully contained
time necessary to accomplish the
with appropriate erosion control or containment
work. Temporary discharges will be
methods or otherwise such fills will consist of
fully contained with appropriate
non -erodible materials.
erosion control or containment
methods or otherwise such fills will
consist of non -erodible materials.
4.1.3. The work area authorized by this permit,
Based on construction methods,
Yes
including temporary and/or permanent fills, will
access, type of required equipment,
be minimized to the greatest extent practicable.
and temporary workspace
Justification for work corridors exceeding forty
requirements, a 50 -ft wide
(40) feet in width is required and will be based
construction corridor is required for
on pipeline diameter and length, size of
this project. The original
equipment required to construct the utility line,
construction corridor was proposed
and other construction information deemed
at 75 -feet. The applicant re -
necessary to support the request. The permittee
evaluated the limits of disturbance
is required to provide this information to the
and was able to reduce the majority
Corps with the initial notification package.
of the construction corridor to 50
feet.
4.1.4. Excavated materials shall be returned to
Excavated materials will be returned
Yes
the excavated areas and any remaining
to the excavated areas and any
materials shall be disposed of in uplands, unless
remaining materials shall be

the Corps authorizes disposal in waters of the
disposed of in uplands within the
United States.
limits of disturbance.
4.1.5. In areas where a sub -aqueous utility line
The pipeline will be installed under
Yes
is to cross a federally -maintained channel, (i.e.,
the Tar River according to the
the Atlantic Intracoastal Waterway [AIWW]),
profile provided in the construction
the line will be buried at least six (6) feet below
plans located in Appendix K. The
the allowable overdepth of the authorized
depth will be a minimum of 20 feet
channel, including all side slopes. For areas
under the Tar.
outside federally -maintained channels, sub-
aqueous lines must be installed at a minimum
depth of two (2) feet below the substrate when
such lines might interfere with navigation.
4.1.6. The minimum clearance*(see NOTE in
N/A
N/A
4.1.7) for aerial communication lines, or any
lines not transmitting electrical power, will be
ten (10) feet above the clearance required for
nearby stationary bridges as established by the
U.S. Coast Guard. In the event the U.S. Coast
Guard has not established a bridge clearance,
minimum vertical clearances for power and
aerial lines will not be less than required by
Section 23, Rule 232, of the latest revision of
the National Electrical Safety Code (ANSI C2).
Clearances will not be less than shown in Table
232-1, Item 7, ANSI C2.
4.1.7. The minimum clearance* for an aerial
N/A
N/A
line, transmitting electrical power, is based on
the low point of the line under conditions that
produce the greatest sag, taking into
consideration temperature, load, wind, length or
span and the type of supports
4.1.8. On navigable waters of the United States,
N/A
N/A
including all federal navigation projects, where
there is no bridge for reference for minimum
clearance, the proposed project will need to be
reviewed by the Corps in order to determine the
minimum clearance between the line and MHW
necessary to protect navigational interests.
4.1.9. A plan to restore and re -vegetate wetland
See Site Restoration Plan located in
Yes
areas cleared for construction must be
Appendix C. Cleared wetland areas
submitted with the required PCN. Cleared
will be re -vegetated to the
wetland areas shall be re -vegetated to the
maximum extent practicable with
maximum extent practicable with native species
native species of canopy, shrub, and
of canopy, shrub, and herbaceous species.
herbaceous species. Fescue grass
Fescue grass shall not be used.
will not be used.
4.1.10. Any permanently maintained corridor
Please see the Permit Support
Yes
along the utility right of way within forested
Document for the proposed
wetlands shall be considered a permanent
Conceptual Mitigation Plan.
impact. A compensatory mitigation plan will be
required for all such impacts associated with the

requested activity if the activity requires PCN
and the cumulative total of permanent forested
wetland impacts exceeds 1/10 -acre, unless the
District Engineer determines in writing that
either some other form of mitigation would be
more environmentally appropriate or the
adverse effects of the proposed activity are
minimal. For permanent forested wetland
impacts of 1/10 -acre or less, the District
Engineer may determine, on a case-by-case
basis, that compensatory mitigation is required
to ensure that the activity results in minimal
adverse effects on the aquatic environment.
4.1.11. Use of rip -rap or any other engineered
No rip rap for stream bank
N/A
structures to stabilize a stream bed should be
stabilization is proposed.
avoided to the maximum extent practicable. If
riprap stabilization is needed, it should be
placed only on the stream banks, or, if it is
necessary to be placed in the stream bed, the
finished top elevation of the riprap should not
exceed that of the original stream bed.
4.1.12. When directional boring or horizontal
See the HDD Contingency Plan
Yes
directional drilling (HDD) under waters of the
located in Appendix D.
United States, including wetlands, permittees
shall closely monitor the project for hydraulic
fracturing or "fracking." Any discharge from
hydraulic fracturing or "fracking" into waters of
the United States, including wetlands, shall be
reported to the appropriate Corps Regulatory
Field Office within 48 hours. Restoration
and/or compensatory mitigation may be
required as a result of any unintended
discharges.
4.1.13. For purposes of this NWP, the term
N/A
N/A
utility line does not include pipes or culverts
associated with driveways, roadways, lots, etc.
4.1.14. The permittee shall submit a PCN to the
PCN is attached.
Yes
District Engineer prior to commencing the
activity if the activity will involve the discharge
of dredged or fill material into more than
1/10acre of wetlands or 150 linear feet of
stream channel for the construction of
temporary access fills and/or temporary road
crossings. The PCN must include a restoration
plan that thoroughly describes how all
temporary fills will be removed, describes how
pre -project conditions will be restored, and
includes a timetable for all restoration activities.

Piedmont Natural Gas Line 439 Project:
Compliance with Water Quality General Certification No. 4133
Activity Specific Conditions
Compliance with Condition
Project Meets
Condition?
Yes, No, N/A
1 - Any utility construction corridor that is
The applicant is not proposing any
Yes
parallel to a stream or open water shall not be
construction corridor that is parallel
closer than 10 feet to the top of bank or
to a stream or open water feature.
ordinary high-water mark. Exceptions to this
condition require application to and written
approval from DWR.
2 - Where there are temporary or permanent
The proposed utility line will cross
Yes
impacts from stream crossings, utility lines
stream channels at a near -
shall cross the stream channel at a near-
perpendicular direction.
perpendicular direction (i.e., between 75
degrees and 105 degrees to the stream bank.)
Exceptions to this condition require
application to and written approval from
DWR.
3 - Construction corridors in wetlands and
The proposed construction corridor
Yes
across stream channels shall be minimized to
in wetlands and across stream
the maximum extent practicable and shall not
channels has been minimized to the
exceed 50 feet wide for gas utility lines and 40
maximum extent practicable. Most
feet wide for all other utility lines. Exceptions
of the construction corridor does not
to this condition require application to and
exceed 50 feet wide with the
written approval form DWR.
exception of some additional
workspace needed at HDD entry and
For construction corridors in wetlands and
exit locations as shown on impacts
across stream channels, stumps shall be
graphics.
grubbed only as needed to install the utility
and remaining stumps shall be cut off at grade
The applicant proposes to only grub
level. The general stripping of topsoil within
stumps as needed to install the utility
wetlands along the construction corridor is not
line and remaining stumps will be cut
permitted.
off at grade level. Subsoil and all
topsoil will be replaced to restore the
ground surface of wetlands to pre-
existing elevations. To prevent
mixing of the soil horizons into the
topsoil, which could result in a loss of
soil fertility, topsoil segregation will
be performed in the trench line within
non -saturated wetlands; stockpiled on
the rights -of -way; and excluded
from materials used for padding the
pipe.
4 - Permanent maintained access corridors in
Proposed permanent maintained
Yes
wetlands and across stream channels shall be
access corridors in wetlands and

restricted to the minimum width practicable
across stream channels are 30 feet
and shall not exceed 30 feet wide for gas
wide. Perpendicular vehicle
utility lines. 15 -foot by 15 -foot perpendicular
turnarounds are not proposed within
vehicle turnarounds shall be allowed in access
the access corridors.
corridors but must be spaced at least 500 feet
apart. Exceptions to this condition require
application to and written approval from
DWR.
5 - For all utility lines constructed within
Anti -seep collars will be installed
Yes
wetlands, an anti -seep collar shall be placed at
according to this condition. An anti -
the downstream (utility line gradient) wetland
seep collar will be placed at the
boundary and every 150 feet up the gradient
downstream (utility line gradient)
until the utility exits the wetland. Anti -seep
wetland boundary and every 150 feet
collars may be constructed with class B
up the gradient until the utility exits
concrete, compacted clay, PVC pipe, or metal
the wetland. Wetland crossings that
collars. Wetland crossings that are
are directionally drilled, and
directionally drilled, and perpendicular
perpendicular wetland crossings that
wetland crossings that are open cut and less
are open cut and less than 150 feet
than 150 feet long do not require anti -seep
long do not require anti -seep collars.
collars. The compacted clay shall have a
specific infiltration of 1x10-5 cm/sec or less.
6 - The applicant shall have a specific plan for
The site restoration plan for restoring
Yes
restoring wetland contours. Any excess
wetland contours is provided in
material will be removed to a high ground
Appendix C. Any excess material
disposal area.
will be removed to a high ground
disposal area.
The mixing of topsoil and subsoils within the
wetlands along utility corridors shall be
The mixing of topsoil and subsoils
minimized to the greatest extent practical.
within the wetlands along utility
During excavation, the soils shall be placed on
corridors will be minimized to the
fabric to minimize impacts whenever possible.
greatest extent practical. During
Topsoil excavated from utility trenches will be
excavation, the soils will be placed
piled separately from subsoils and will be
on fabric to minimize impacts
backfilled into the trench only after the
whenever possible. Topsoil
subsoils have been placed and compacted.
excavated from utility trenches will
be piled separately from subsoils and
will be backfilled into the trench
only after the subsoils have been
laced and compacted.
7 - For the North Carolina Department of
This project meets the low-density
Yes
Transportation, compliance with the
threshold as defined in 15A NCAC
NCDOT's individual NPES permit
02H .1017 and does not require a
NCS000250 shall serve to satisfy this
SMP.
condition. All other density utility line and
associated facilities projects that trigger
threshold item (f) above shall comply with
one of the following requirements:
a) Provide a completed Stormwater
Management Plan (SMP) for review and
approval, including all appropriate stormwater

control measure (SCM) supplemental forma
and associated items, that complies with the
high-density development requirements of
15A NCAC 02H. 1003. Stormwater
management shall be provided throughout the
entire project area in accordance with 15A
NCAC 02H .1003. For the purposes of 15A
NCAC 02H .1003(2) (a), density thresholds
shall be determined in accordance with 15A
NCAC 02H.1017.
b) Provide documentation (including
calculations, photos, etc.) that the project will
not cause degradation of downstream surface
waters. Documentation shall include a detailed
analysis of the hydrological impacts from
stormwater runoff when considering the
volume and velocity of stormwater runoff
from the project built upon area and the size
and existing condition of the receiving stream
(s).
Exceptions to this condition require
application to and written approval from
DWR.
General Conditions
Compliance with Condition
Project Meets
Condition?
Yes, No, N/A
1 - When written authorization is required, the
Project plans and specifications are
Yes
plans and specifications for the project are
provided in Appendix K.
incorporated into the authorization by
reference and are an enforceable part of the
Certification. Any modifications to the project
require notification to DWR and may require
an application submittal to DWR with the
appropriate fee.
2 - No waste, spoil, solids, or fill of any kind
No waste, spoil, solids, or fill of any
Yes
shall occur in wetlands or waters beyond the
kind will occur in wetlands or waters
footprint of the impacts (including temporary
beyond the footprint of the impacts
impacts) as authorized in the written approval
(including temporary impacts) as
from DWR; or beyond the thresholds
authorized in the written approval
established for use of this Certification
from DWR; or beyond the thresholds
without written authorization.
established for use of this
Certification without written
authorization.
3 - In accordance with 15A NCAC 02H
Compensatory mitigation is
Yes
.0506(h) and Session Law 2017-10,
proposed for this project. Please
compensatory mitigation may be required for
see the Permit Support Document for
losses of greater than 300 linear feet of

perennial streams and/or greater than one (1)
conceptual compensatory mitigation
acre of wetlands. Impacts to isolated and other
plan.
non -404 jurisdictional wetlands shall not be
combined with 404 jurisdictional wetlands for
the purpose of determining when impact
thresholds trigger a mitigation requirement.
Compensatory stream and/or wetland
mitigation shall be proposed and completed in
compliance with G.S. 143-214.11. For
applicants proposing to conduct mitigation
within a project site, a complete mitigation
proposal developed in accordance with the
most recent guidance issued by the US Army
Corps of Engineers Wilmington District shall
be submitted for review and approval with the
application for impacts.
4 - All activities shall be in compliance with
All activities will be in compliance
Yes
any applicable State Regulated Riparian
with any applicable State Regulated
Buffer Rules in Chapter 2 of Title 15A.
Riparian Buffer Rules in Chapter 2
of Title 15A.
5 - When applicable, all construction activities
This project proposes appropriate
Yes
shall be performed and maintained in full
Best Management Practices for the
compliance with G.S. Chapter 113A Article 4
control of sediment and erosion so
(Sediment and Pollution Control Act of 1973).
that no violations of state water
Regardless of applicability of the Sediment
quality standards, statutes, or rules
and Pollution Control Act, all projects shall
occur. Design, installation,
incorporate appropriate Best Management
operation, and maintenance of all
Practices for the control of sediment and
sediment and erosion control
erosion so that no violations of state water
measures will be equal to the
quality standards, statutes, or rules occur.
requirements specified in the most
[ 15A NCAC 02H.0506 (b)(3) and (c)(3) and
recent version of the North Carolina
15A NCAC 0213 .0200)
Sediment and Erosion Control
Manual. All devices will be
Design, installation, operation, and
maintained, and sufficient materials
maintenance of all sediment and erosion
required for stabilization and/or
control measures shall be equal to or exceed
repair of erosion control measures
the requirements specified in the most recent
and treatment will be on site at all
version of the North Carolina Sediment and
times. No borrow material is
Erosion Control Manual, or for linear
proposed for this project.
transportation projects, the NCDOT Sediment
and Erosion Control Manual. All devices shall
be maintained on all construction sites,
borrow sites, and waste pile (spoil) sites,
including contractor -owned or leased borrow
pits associated with the project. Sufficient
materials required for stabilization and/or
repair of erosion control measures and
treatment shall be on site at all times. For
borrow pit sites, the erosion and sediment
control measures shall be designed, installed,

operated, and maintained in accordance with
the most recent version of the North Carolina
Surface Mining Manual. Reclamation
measures and implementation shall comply
with the reclamation in accordance with the
requirements of the Sedimentation Pollution
Control Act and the Mining Act of 1971.
If the project occurs in waters or watersheds
classified as Primary Nursery Areas (PNAs),
SA, WS -1, WS -11, High Quality Waters
(HQW), or Outstanding Resource Waters
(ORW), then the sedimentation and erosion
control designs shall comply with the
requirements set forth in 15A NCAC 04B
.0124, Design Standards in Sensitive
Watersheds.
6 - Sediment and erosion control measures
Sediment and erosion control
Yes
shall not be placed in wetlands or waters
measures are proposed according to
except within the footprint of temporary or
the attached erosion and sediment
permanent impacts authorized under this
control plan. Any sediment and
Certification. Exceptions to this condition
erosion controls that will be placed
require application to and written approval
in wetlands or waters will be within
from DWR. [15A NCAC 02H .0501 and
the footprint of temporary or
.0502]
permanent impacts authorized under
this Certification with the exception
of proposed dewatering controls
associated with "in the dry" open cut
installation of stream crossings as
shown on the Erosion and Sediment
Control Plan in Appendix B.
7 - Erosion control matting that incorporates
Erosion control matting that
Yes
plastic mesh and/or plastic twine shall not be
incorporates plastic mesh and/or
used along streambanks or within
plastic twine will not be used along
wetlands. Exceptions to this condition
streambanks or within wetlands.
require application to and written approval
from DWR. 15A NCAC 02B .0201
8 - An NPDES Construction Stormwater
The applicant is applying for an
Yes
Permit (NCGO10000) is required for
NPDES Construction Stormwater
construction projects that disturb one (1) or
Permit (NCGO10000) for this project
more acres of land. The NCGO10000 Permit
and will comply with the permit
allows stormwater to be discharged during
conditions including the erosion &
land disturbing construction activities as
sedimentation control plan,
stipulated in the conditions of the permit. If
inspections and maintenance, self -
the project is covered by this permit, full
monitoring, record keeping and
compliance with permit conditions including
reporting requirements. [I 5A NCAC
the erosion & sedimentation control plan,
02H .0506(b)(5) and (c)(5)].
inspections and maintenance, self-monitoring,
record keeping, and reporting requirements is
required. [15A NCAC 02H .0506(b)(5) and
(c)(5)]

9 - All work in or adjacent to streams shall be
conducted so that the flowing stream does not
come in contact with the disturbed area.
Approved best management practices from the
most current version of the NC Sediment and
Erosion Control Manual, or the NC DOT
Construction and Maintenance Activities
Manual, such as sandbags, rock berms,
cofferdams, and other diversion structures
shall be used to minimize excavation in
flowing water. Exceptions to this condition
require application to and written approval
from DWR. [15A NCAC 02H .0506(b)(3) and
(c)(3)]
All work in or adjacent to streams
will be conducted so that the flowing
stream does not come in contact with
the disturbed area. Approved best
management practices from the most
current version of the NC Sediment
and Erosion Control Manual, such
as sandbags, rock berms,
cofferdams, and other diversion
structures will be used to minimize
excavation in flowing water. Please
see the project Erosion and Sediment
Control Plan for more details
(Appendix B).
Yes
10 - If activities must occur during periods of
Based on the project scoping
Yes
high biological activity (e.g. sea turtle nesting,
meeting, WRC may require
fish spawning, or bird nesting), then biological
biological monitoring of certain
monitoring may be required at the request of
streams for anadromous fish if open -
other state or federal agencies and coordinated
cut installation of single stream
with these activities. [ 15A NCAC 02H .0506
crossings takes longer than 24 -hours
(b)(2) and 15A NCAC 04B .0125]
to complete. The USACE will
coordinate comments and any
All moratoriums on construction activities
monitoring requirements from WRC,
established by the NC Wildlife Resources
USFWS, NMFS, and/or DMF
Commission {WRC), US Fish and Wildlife
personnel during review of this
Service {USFWS), NC Division of Marine
permit application.
Fisheries (DMF), or National Marine Fisheries
Service (NMFS) shall be implemented.
Exceptions to this condition require written
approval by the resource agency responsible
for the given moratorium. A copy of the
approval from the resource agency shall be
forwarded to DWR.
Work within a designated trout watershed
of North Carolina (as identified by the
Wilmington District of the US Army Corps of
Engineers) or identified state or federal
endangered or threatened species habitat, shall
be coordinated with the appropriate WRC,
USFWS, NMFS, and/or DMF personnel.
11 - Culverts shall be designed and installed in
Culverts required for temporary and
Yes
such a manner that the original stream profiles
permanent access roads will meet
are not altered and allow for aquatic life
these permit conditions. Please see
movement during low flows. The dimension,
the typical cross-sections provided in
pattern, and profile of the stream above and
Exhibit 2.
below a pipe or culvert shall not be modified
by widening the stream channel or by
Installation of culverts in wetlands
reducing the depth of the stream in connection
shall ensure continuity of water
with the construction activity. The width,
movement and be designed to
height, and gradient of a proposed culvert
adequately accommodate high water
shall be such as to pass the average historical
or flood conditions. When

low flow and spring flow without adversely
altering flow velocity. [ 15A NCAC 02H
.0506 {b) {2) and (c)(2)]
Placement of culverts and other structures in
streams shall be below the elevation of the
streambed by one foot for all culverts with a
diameter greater than 48 inches, and 20% of
the culvert diameter for culverts having a
diameter less than or equal to 48 inches, to
allow low flow passage of water and aquatic
life.
If multiple pipes or barrels are required, they
shall be designed to mimic the existing stream
cross section as closely as possible including
pipes or barrels at flood plain elevation and/or
sills where appropriate. Widening the stream
channel shall be avoided.
When topographic constraints indicate culvert
slopes of greater than 5%, culvert burial is not
required, provided that all alternative options
for flattening the slope have been investigated
and aquatic life movement/connectivity has
been provided when possible (e.g. rock
ladders, cross vanes, etc.). Notification,
including supporting documentation to include
a location map of the culvert, culvert profile
drawings, and slope calculations, shall be
provided to DWR 60 calendar days prior to
the installation of the culvert.
When bedrock is present in culvert locations,
culvert burial is not required provided that
there is sufficient documentation of the
presence of bedrock. Notification,
including supporting documentation such as a
location map of the culvert, geotechnical
reports, photographs, etc. shall be provided to
DWR a minimum of 60 calendar days prior to
the installation of the culvert. If bedrock is
discovered during construction, then DWR
shall be notified by phone or email within 24
hours of discovery.
If other site-specific topographic constraints
preclude the ability to bury the culverts as
described above and/or it can be
demonstrated that burying the culvert would
result in destabilization of the channel, then
exceptions to this condition require
application to and
written approval from DWR.
roadways, causeways, or other fill
projects are constructed across
FEMA -designated floodways or
wetlands, openings such as culverts
or bridges shall be provided to
maintain the natural hydrology of the
system as well as prevent
constriction of the floodway that
may result in destabilization of
streams or wetlands.
The establishment of native woody
vegetation and other soft stream
bank stabilization techniques will be
used where practicable instead of
rip -rap or other bank hardening
methods.

Installation of culverts in wetlands shall
ensure continuity of water movement and be
designed to adequately accommodate high
water or flood conditions. When roadways,
causeways, or other fill projects are
constructed across FEMA -designated
floodways or wetlands, openings such as
culverts or bridges shall be provided to
maintain the natural hydrology of the system
as well as prevent constriction of the floodway
that may result in destabilization of streams or
wetlands.
The establishment of native woody
vegetation and other soft stream bank
stabilization techniques shall be used where
practicable instead of rip -rap or other bank
hardening methods.
12 - Bridge deck drains shall not discharge
N/A
N/A
directly into the stream. Stormwater shall be
directed across the bridge and pre-treated
through site -appropriate means to the
maximum extent practicable (e.g. grassed
swales, pre -formed scour holes, vegetated
buffers, etc.) before entering the stream.
Exceptions to this condition require
application to and written approval from
DWR. [15A NCAC 02H .0506 b S ]
13 - Application of fertilizer to establish
Application of fertilizer to establish
Yes
planted/seeded vegetation within disturbed
planted/seeded vegetation within
riparian areas and/or wetlands shall be
disturbed riparian areas and/or
conducted at agronomic rates and shall
wetlands will be conducted at
comply with all other Federal, State and Local
agronomic rates and will comply
regulations. Fertilizer application shall be
with all other Federal, State and
accomplished in a manner that minimizes the
Local regulations. Fertilizer
risk of contact between the fertilizer and
application will be accomplished in a
surface waters. [I 5A NCAC 028 .0200 and
manner that minimizes the risk of
15A NCAC 028.023 1
contact between the fertilizer and
surface waters. [I 5A NCAC 028
.0200 and 15A NCAC 028.023 1
Please see the attached Site
Restoration Plan located in
Appendix C for additional details.
14 - If concrete is used during construction,
N/A
N/A
then all necessary measures shall be taken to
prevent direct contact between uncured or
curing concrete and waters of the state. Water
that inadvertently contacts uncured concrete
shall not be discharged to waters of the state.
15A NCAC 028 .0200

15 - All proposed and approved temporary fill
All proposed and approved
Yes
and culverts shall be removed and the
temporary fill and culverts will be
impacted area shall be returned to natural
removed and the impacted area will
conditions within 60 calendar days after the
be returned to natural conditions
temporary impact is no longer necessary.
within 60 calendar days after the
The impacted areas shall be restored to
temporary impact is no longer
original grade, including each stream's
necessary. The impacted areas will
original cross-sectional dimensions,
be restored to original grade,
planform pattern, and longitudinal bed
including each stream's original
profile. For projects that receive written
cross-sectional dimensions,
approval, no temporary impacts are allowed
planform pattern, and longitudinal
beyond those included in the application and
bed profile. All temporarily
authorization. All temporarily impacted sites
impacted sites will be restored and
shall be restored and stabilized with native
stabilized with native vegetation.
vegetation. [15A NCAC 02H
[15A NCAC 02H
.0506(b)(2) and (c)(2)]
.0506(b)(2) and (c)(2)].
16 - All proposed and approved temporary
All proposed and approved
Yes
pipes/culverts/rip-rap pads etc. in streams
temporary pipes/culverts/rip-rap
shall be installed as outlined in the most recent
pads etc. in streams will be installed
edition of the North Carolina Sediment and
as outlined in the most recent edition
Erosion Control Planning and Design Manual
of the North Carolina Sediment and
or the North Carolina Surface Mining Manual
Erosion Control Planning and
or the North Carolina Department of
Design Manual or the North
Transportation Best Management Practices for
Carolina Surface Mining Manual or
Construction and Maintenance Activities so as
the North Carolina Department of
not to restrict stream flow or cause dis-
Transportation Best Management
equilibrium during use of this Certification.
Practices for Construction and
[ 15A NCAC 02H .0506 {b)(2} and (c)(2)]
Maintenance Activities so as not to
restrict stream flow or cause dis-
equilibrium during use of this
Certification. [15A NCAC 02H
.05061b)(21 and c)(2)]
17 - Any rip -rap required for proper culvert
No rip rap is proposed in temporary
Yes
placement, stream stabilization, or restoration
impact areas. Rip rap is
of temporarily disturbed areas shall be
only proposed within permanent
restricted to the area directly impacted by the
access roads according to
approved construction activity. All rip -rap
the impacts maps (Figures Tab) and
shall be placed such that the original stream
construction plans (Appendix K).
elevation and streambank contours are
restored and maintained. Placement of rip -
rap or other approved materials shall not result
in de -stabilization of the stream bed or banks
upstream or downstream of the area or in a
manner that precludes aquatic life passage.
15A NCAC 02H .0506(b)(2)]
18 - Any rip -rap used for stream or shoreline
No rip rap is proposed in temporary
Yes
stabilization shall be of a size and density to
impact areas. Gravel is only
prevent movement by wave, current action, or
proposed within permanent access
stream flows and shall consist of clean rock or
roads according to the impacts maps
masonry material free of debris or toxic
(Figures Tab) and construction plans
pollutants. Rip -rap shall not be installed in
(Appendix K).

the streambed except in specific areas required
for velocity control and to ensure structural
integrity of bank stabilization measures. [ 15A
NCAC 02H .0506 b 2
19 - Applications for rip-rap groins proposed
N/A
N/A
in accordance with 15A NCAC 07H .1401
(NC Division of Coastal Management General
Permit for construction of Wooden and Rip-
rap Groins in Estuarine and Public Trust
Waters) shall meet all the specific conditions
for design and construction specified in 15A
NCAC 07H.1405.
20 - All mechanized equipment operated near
All mechanized equipment operated
Yes
surface waters shall be inspected and
near surface waters will be inspected
maintained regularly to prevent contamination
and maintained regularly to prevent
of stream waters from fuels, lubricants,
contamination of stream waters from
hydraulic fluids, or other toxic materials.
fuels, lubricants, hydraulic fluids, or
Construction shall be staged in order to
other toxic materials. Construction
minimize the exposure of equipment to
will be staged in order to minimize
surface waters to the maximum extent
the exposure of equipment to surface
practicable. Fueling, lubrication and general
waters to the maximum extent
equipment maintenance shall be performed in
practicable. Fueling, lubrication and
a manner to prevent, to the maximum extent
general equipment maintenance will
practicable, contamination of surface waters
be performed in a manner to
by fuels and oils. [ 15A NCAC 02H
prevent, to the maximum extent
.0506(b)(3) and (c)(3) and 15A NCAC 02B
practicable, contamination of surface
.0211 {12)]
waters by fuels and oils.
The applicant will provide, at a
minimum, one (1) EI throughout
project duration and a second EI
during peak construction, as
necessary. The EI(s) will manage
construction activities by working
with the selected pipeline
construction contractor daily by
conducting routine site inspections.
21 - Heavy equipment working in wetlands
Heavy equipment working in
Yes
shall be placed on mats or other measures
wetlands will be placed on mats or
shall be taken to minimize soil disturbance.
other measures to minimize soil
[15A NCAC 02H .0506(b)(3) and (c)(3)]
disturbance according to the Erosion
and Sediment Control Plan
(Appendix B).
22 - In accordance with 143-215.85(b), the
The applicant will report any
Yes
applicant shall report any petroleum spill of
petroleum spill of 25 gallons or
25 gallons or more; any spill regardless of
more. The applicant will report any
amount that causes a sheen on surface waters;
spill regardless of amount that causes
any petroleum spill regardless of amount
a sheen on surface waters; any
occurring within 100 feet of surface waters;
petroleum spill regardless of amount
occurring within 100 feet of surface

and any petroleum spill less than 25 gallons
waters; and any petroleum spill less
that cannot be cleaned up within 24 hours.
than 25 gallons that cannot be
cleaned up within 24 hours.
23 - If an environmental document is required
N/A
N/A
under the State Environmental Policy Act
(SEPA), then this General Certification is not
valid until a Finding of No Significant Impact
(FONSI) or Record of Decision (ROD) is
issued by the State Clearinghouse. If an
environmental document is required under the
National Environmental Policy Act (NEPA),
then this General Certification is not valid
until a Categorical Exclusion, the Final
Environmental Assessment, or Final
Environmental Impact Statement is published
by the lead agency. [I 5A NCAC OIC
.01071a)]
24 - This General Certification does not relieve
The applicant will obtain and comply
Yes
the applicant of the responsibility to obtain all
with all necessary permits to
other required Federal, State, or Local approvals
complete this project.
before proceeding with the project, including
those required by, but not limited to,
Sediment and Erosion Control, Non Discharge,
Water Supply Watershed, and Trout Buffer
regulations.
25 - The applicant and their authorized agents
The applicant will conduct all
Yes
shall conduct all activities in a manner
activities in a manner consistent with
consistent with State water quality standards
State water quality standards, and any
(including any requirements resulting from
other appropriate requirements of State
compliance with §303(d) of the Clean Water
and Federal Law.
Act), and any other appropriate requirements of
State and Federal Law. If DWR determines that
such standards or laws are not being met,
including failure to sustain a designated or
achieved use, or that State or Federal law is
being violated, or that further conditions are
necessary to assure compliance, then DWR may
revoke or modify a written authorization
associated with this General Water Quality
Certification. 15A NCAC 02H .0507(d)]
26 - The permittee shall require its contractors
The permittee will require its
Yes
and/or agents to comply with the terms and
contractors and/or agents to comply
conditions of this permit in the construction and
with the terms and conditions of this
maintenance of this project and shall provide
permit in the construction and
each of its contractors and/or agents
maintenance of this project and will
associated with the construction or
provide each of its contractors
maintenance of this project with a copy of this
and/or agents associated with the
Certification. A copy of this Certification,
construction or maintenance of this
including all conditions shall be available at the
project with a copy of this
project site during the construction and
Certification. A copy of this
maintenance of this project. [15A NCAC 02H
Certification, including all conditions
will be available at the project site

.0507 (c) and 15A NCAC 02H.0506 (b)(2) and
during the construction and
(c)(2)]
maintenance of this project.
27 - When written authorization is required for
Upon completion of all permitted
Yes
use of this Certification, upon completion of all
impacts included within the approval
permitted impacts included within the approval
and any subsequent modifications, the
and any subsequent modifications, the applicant
applicant will submit a certificate of
shall be required to return a certificate of
completion.
completion available on the DWR website:
hM2s://edocs.deg.nc.gov/Forms/Certificate-of-
Completion). [15A NCAC 02H
.0502
28 - Additional site-specific conditions,
If any additional site-specific
Yes
including monitoring and/or modeling
conditions are required, the applicant
requirements, may be added to the written
will abide by those conditions to
approval letter for projects proposed under this
maintain permit compliance.
Water Quality Certification in order to ensure
compliance with all applicable water quality and
effluent standards. 15A NCAC 02H .0507 c
29 - If the property or project is sold or
If the property or project is sold or
Yes
transferred, the new permittee shall be given a
transferred, the new permittee will be
copy of this Certification (and written
given a copy of this Certification (and
authorization if applicable) and is responsible
written authorization if applicable) and
for complying with all conditions. [15A NCAC
is responsible for complying with all
02H .0501and .0502]
conditions.

Pre -Construction Notification Exhibits

`+ • e ' osia< Y ur9f
JVi9ini
\
Kno fueP , w°,res m o �i Sbkes
f r. nava reensib or� h - \
t} \ Vol
NORTH IAft IL INA �r.m.�n< \
'charlotte F.,•<a«.n« Falkland 1 - Griny Brier
'c,rren�ue E akmnwu, ' Z iecfee
It17FI
wi�m9m�i l_--�+oq h Hoesep
y
Fountain 93 ft ,i ale &Run
Croak - �. .. _�, •, `)1 \ r 1
i< A` otaPJc l 4an8s a'l/, Laydown Yard
i H rris IM It
1h4/1t � Bradloid 171 1
�-f Creek Gott
p -- _-- ea reek _ Branch
"•r ^I .. -Course- r
i .r Greenville
Far157 ft`
Walstonburg +
-� — __ �y�-�• ..: t ," '- f hur �r .. e 11ttty
— — — — _ _
Bell Art - �
� Run
-t .t �
_j/
L.� `„�., , /,L _- )/1 r i•. {~ � -4`
7 11 - -
� I Simpson C/
r _ _ "'S /t•�' .. Fiala
mesland
` —^it tt
Run ` '` s�-` •� '` t-'�� � � ' �--� \\ i FGA ,` 4 Washtngt`ol
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—�� Dramby Environmental Consulting LINE 439 PROJECT SHEET 1 OF 92
0 Project Area (664 Ac); (J1 I DRAM6Y 8801 Fast Park Drive, Suite 30 Project Location Ma
Raleigh, North Carolina 27612 Pitt County, North Carolina P
OT - -Cutter - t 0 SCALE IN MILES 2.5
Crook
�r G��NE/ tl 351 McLaws Circle, Suite 3 PRE -CONSTRUCTION NOTIFICATION EXHIBITS
Site covered by USGS 7.5 minute Greenville SW andi ib
Greenville SE, North Carolina Quadrangles'/ 110 Williamsburg, Virginia 23185
�� March 11, 2019

■nr�nmm�rr
si
Line 439 Project Details:
1. Proposed Maintained Easement - This section of the pipeline will permanently be maintained throughout the project
lifecycle for routine maintenance activities. The width of the proposed maintained easement is 50 -feet wide, with a
30 -foot width being implemented, where feasible, when the easement intersects with Palustrine and Scrub -shrub (PFO/
PSS) wetland resources (in some areas of Palustrine Emergent (PEM) wetlands as well where feasible). This section will
include conversion of both PFO and PSS wetland resources. Temporary disturbances to PEM wetlands, streams, and
open water features will also occur in this section of the permanently maintained easement while construction activities
are ongoing. For temporary impacts to this segment of the line to emergent wetland, stream, and riparian buffers, see
language detailed in Line 439 Project Site Restoration /Revegetation Plan. Construction activities within this section
of the proposed maintained easement will include a combination of open -cut installation and Horizontal Directional
Drilling (HDD) methods (see typical sections located in Pre -Construction Notification Exhibits).
2. Temporary Workspace - This variable width section of the pipeline will be temporarily disturbed while construction
activities are in progress and include construction activities associated with staging areas, corridor access, HDD
implementation, open -cut, waterbody crossings, etc. Temporary disturbances to PFO, PSS, PEM, streams, and open
water features will occur in this section throughout construction. For temporary disturbances to this segment of the
line to emergent wetland, stream, and riparian buffers, see language detailed in Line 439 Project Site Restoration /
Revegetation Plan to see how they will be restored. Construction activities within this section of the temporary
workspace are necessary to support construction activities associated with open -cut installation and Horizontal
Directional Drilling (HDD) methods (see typical sections located in Pre -Construction Notification Exhibits).
3. Access Roads - See typical sections located in Pre -construction Notification Exhibits.
a. Permanent Access Roads - All permanent access roads will be 20 feet wide and consist of a gravel base with
culverts being used (properly countersunk via NWP and NCDEQ guidance and regulations) when stream crossings
are encountered.
b. Temporary Access Roads - All temporary access roads will be 20 feet wide and consist of a gravel base in all upland
areas. For areas that contain streams or wetlands (i.e. Waters of the U.S.), a combination of matting and culverts
will be used while construction activities are in progress. With all mats and temporary culverts to be removed
upon completion of construction activities.
_ r
poco5in Rd
AblYvtt Fate' Rd
0 Sheet Index Mac P„enRa
0 Watershed Boundary
D
000
r
SCALE IN FEET 5' �
Site covered by USGS 7.5 minute Greenville SW and
Greenville SE, North Carolina Quadrangles
fS
T 1�e11
-U _
75 Simpson
73 74 ,
- map N , ! - — td�� 72 -
•, 71 0'
Foixswam �� �, 70 a
WAT RS°NE
E p ' Rry N� 69
, 68
- r e a 67 �aroh �a
'.Y F ase 3.66 �c
10N 91
{ , Pitt .-. t - - �5
rn
SW _ Communi
'paven�rt . College ti _ e - .0 l r i _ - s65
FP
FargtR 15sic) keS Rri43
ti
64
`Forlines Rd c7 + - - _ ; cg
63
Cabin 6
54- 55 5g 62 �°�c
-. 53 57 58 59 60 o_s
903H Bold
k-�_}_,' 0.
_ -
15- - ! Lee ; Worlhlrgt 52 d aS Rd
16 Winterville Main St Pa1otliZd 50 51 C,os$�°a En49
17 f oit
V` 47 \A
18 en gw vi 48
1921 > 46
EIs Edwafds.ParmKd �a <g
20 23 44
24 F. ' o R�; 42
25 rlv �. � 39 40 41 �
28 34 35 36 37 38 78 ff ,yCow swamp `
26 33 oy -Ly
27 29 30 31 32 )ac`�
Dramby Environmental Consulting LINE 439 PROJECT SHEET 2 OF 92
DRAME;Y 8801 Fast Park Drive, Suite 30
2 LL" Raleigh, North Carolina 27612 Pitt County, North Carolina Sheet Index Map
Vhb351 McLaws Circle, Suite 3 PRE -CONSTRUCTION NOTIFICATION EXHIBITS
Williamsburg, Virginia 23185
fad/. March 11, 2019
fl. I
_ r 1
-I I Rd
- - ` fldP�G�ot Bradford
i Creek Golf
Course
I
`\ croeR 83
_ :: 82
�'f ; 81
80
Waters of the U.S., including wetlands - Impact Summary Table
Palustrine Forested PFO Wetland Conversion Impact 12.91 Ac 562,359.60 S Ft.
(PFO) p q•
47:
85
Palustrine Scrub -Shrub (PSS) Wetland Conversion Impact 0.84 Ac 36,154.80 Sq. Ft.84
Palustrine Scrub -Shrub (PSS) Wetland Temporary Impact 0.84 Ac 36,590.40 Sq. Ft.
Palustrine Emergent (PEM) Wetland Temporary Impact 6.52 Ac 284,011.20 Sq. Ft.
Palustrine Emergent (PEM) Wetland Permanent Impact 0.01 Ac 435.60 Sq. Ft.
T 1�e11
-U _
75 Simpson
73 74 ,
- map N , ! - — td�� 72 -
•, 71 0'
Foixswam �� �, 70 a
WAT RS°NE
E p ' Rry N� 69
, 68
- r e a 67 �aroh �a
'.Y F ase 3.66 �c
10N 91
{ , Pitt .-. t - - �5
rn
SW _ Communi
'paven�rt . College ti _ e - .0 l r i _ - s65
FP
FargtR 15sic) keS Rri43
ti
64
`Forlines Rd c7 + - - _ ; cg
63
Cabin 6
54- 55 5g 62 �°�c
-. 53 57 58 59 60 o_s
903H Bold
k-�_}_,' 0.
_ -
15- - ! Lee ; Worlhlrgt 52 d aS Rd
16 Winterville Main St Pa1otliZd 50 51 C,os$�°a En49
17 f oit
V` 47 \A
18 en gw vi 48
1921 > 46
EIs Edwafds.ParmKd �a <g
20 23 44
24 F. ' o R�; 42
25 rlv �. � 39 40 41 �
28 34 35 36 37 38 78 ff ,yCow swamp `
26 33 oy -Ly
27 29 30 31 32 )ac`�
Dramby Environmental Consulting LINE 439 PROJECT SHEET 2 OF 92
DRAME;Y 8801 Fast Park Drive, Suite 30
2 LL" Raleigh, North Carolina 27612 Pitt County, North Carolina Sheet Index Map
Vhb351 McLaws Circle, Suite 3 PRE -CONSTRUCTION NOTIFICATION EXHIBITS
Williamsburg, Virginia 23185
fad/. March 11, 2019
fl. I
_ r 1
-I I Rd
- - ` fldP�G�ot Bradford
i Creek Golf
Course
I
`\ croeR 83
_ :: 82
�'f ; 81
80
Waters of the U.S., including wetlands - Impact Summary Table
Palustrine Forested PFO Wetland Conversion Impact 12.91 Ac 562,359.60 S Ft.
(PFO) p q•
Palustrine Forested (PFO) Wetland Temporary Impact 11.13 Ac 483,516 Sq. Ft.
Palustrine Forested (PFO) Wetland Permanent Impact 0.06 Ac 2,613.60 Sq. Ft.
Palustrine Scrub -Shrub (PSS) Wetland Conversion Impact 0.84 Ac 36,154.80 Sq. Ft.84
Palustrine Scrub -Shrub (PSS) Wetland Temporary Impact 0.84 Ac 36,590.40 Sq. Ft.
Palustrine Emergent (PEM) Wetland Temporary Impact 6.52 Ac 284,011.20 Sq. Ft.
Palustrine Emergent (PEM) Wetland Permanent Impact 0.01 Ac 435.60 Sq. Ft.
Palustrine Unconsolidated Bottom (PUB) Temporary Impact 0.16 Ac
Intermittent Stream - Temporary 301 LF
Modified Stream - Temporary
4,879 LF
J 79 78
-
Modified Stream - Permanent 235 LF
Perennial Stream - Temporary 299 LF
T 1�e11
-U _
75 Simpson
73 74 ,
- map N , ! - — td�� 72 -
•, 71 0'
Foixswam �� �, 70 a
WAT RS°NE
E p ' Rry N� 69
, 68
- r e a 67 �aroh �a
'.Y F ase 3.66 �c
10N 91
{ , Pitt .-. t - - �5
rn
SW _ Communi
'paven�rt . College ti _ e - .0 l r i _ - s65
FP
FargtR 15sic) keS Rri43
ti
64
`Forlines Rd c7 + - - _ ; cg
63
Cabin 6
54- 55 5g 62 �°�c
-. 53 57 58 59 60 o_s
903H Bold
k-�_}_,' 0.
_ -
15- - ! Lee ; Worlhlrgt 52 d aS Rd
16 Winterville Main St Pa1otliZd 50 51 C,os$�°a En49
17 f oit
V` 47 \A
18 en gw vi 48
1921 > 46
EIs Edwafds.ParmKd �a <g
20 23 44
24 F. ' o R�; 42
25 rlv �. � 39 40 41 �
28 34 35 36 37 38 78 ff ,yCow swamp `
26 33 oy -Ly
27 29 30 31 32 )ac`�
Dramby Environmental Consulting LINE 439 PROJECT SHEET 2 OF 92
DRAME;Y 8801 Fast Park Drive, Suite 30
2 LL" Raleigh, North Carolina 27612 Pitt County, North Carolina Sheet Index Map
Vhb351 McLaws Circle, Suite 3 PRE -CONSTRUCTION NOTIFICATION EXHIBITS
Williamsburg, Virginia 23185
fad/. March 11, 2019
fl. I

,w1111amsourg\J4JJZ.uu riecnc
941141
j 4646942079 4646944076
4646943078 ! j r Project Area PEM Habitat ® Conversion Impact
4646945075 4646947033 4646949070 f==_ Access Road PFO Habitat
Feet I , � I I 4646948042 I J ® Permanent Impact
0 100 200 f ! 0 Proposed Maintained PSS Habitat ® Temporary Impact
Easement
r..— PUB
--- -- L — _1 Temporary Workspace
Perennial Stream
----------
j Parcel Intermittent Stream
I
j I j • Milepost Modified Stream
i'
I
I
I
I
Imp#4
I �
Imp # 7
46468 4898 -----------
�o ------ Imp -#-5 0.1
Imp#1 _Imp -#-3-------------7-------
1
J —N
CO
Z
Imp #'2
�------ � �—
Imp # 6
4656034171
4646934Ny
i
I
i
i
Wetland and Stream Impact (Imp) Summary
1.
Palustrine Scrub -Shrub (PSS) Temporary Impact -
0.019 AC
2.
Palustrine Scrub -Shrub (PSS) Conversion Impact
N
3.
IJI
0.013 AC
4.
L—--------------
0.020 AC
5.
Palustrine Scrub -Shrub (PSS) Conversion Impact
- 0.016 AC
6.
Palustrine Scrub -Shrub (PSS) Temporary Impact -
0.008 AC
0.2
J —N
CO
Z
Imp #'2
�------ � �—
Imp # 6
4656034171
4646934Ny
i
I
i
i
Wetland and Stream Impact (Imp) Summary
1.
Palustrine Scrub -Shrub (PSS) Temporary Impact -
0.019 AC
2.
Palustrine Scrub -Shrub (PSS) Conversion Impact
- 0.021 AC
3.
Palustrine Scrub -Shrub (PSS) Temporary Impact -
0.013 AC
4.
Palustrine Scrub -Shrub (PSS) Temporary Impact -
0.020 AC
5.
Palustrine Scrub -Shrub (PSS) Conversion Impact
- 0.016 AC
6.
Palustrine Scrub -Shrub (PSS) Temporary Impact -
0.008 AC
7.
Intermittent Stream Temporary Impact - 110 LF
i
AR -01
(Permanent)
4656034171

(�)I Feet
0 100 200
10
/
/
/
/
.3
r Project Area
C= _ J Access Road
0 Proposed Maintained
Easement
L — _ 1 Temporary Workspace
L=am Parcel
• Milepost
PEM Habitat
PFO Habitat
PSS Habitat
C..— PUB
— Perennial Stream
Intermittent Stream
Modified Stream
4656133795 _
1 -
)
Imp # 8
4656034171
/
/
/
!Mv
Wetland and Stream Impact (Imp) Summary
8. Palustrine Emergent (PEM) Wetland Temporary Impact - 0.301 AC
0.5
® Conversion Impact
® Permanent Impact
® Temporary Impact
Dramby Environmental Consulting
LINE 439 PROJECT
SHEET 4 OF 92
DRAM6Y
_...
8801 Fast Park Drive, Suite 30
Raleigh, North Carolina 27612
Pitt County, North Carolina
Nationwide Permit
Exhibits
351 McLaws Circle, Suite 3
PRE -CONSTRUCTION NOTIFICATION EXHIBITS
VIb
7�+
Williamsburg, Virginia 23185
March 11, 2019

r Project Area PEM Habitat ® Conversion Impact
Feet �_ _ _ J Access Road PFO Habitat
"� ® Permanent Impact
(�1) 0 100 200
0 Proposed Maintained PSS Habitat ® Temporary Impact
Easement
C..---� PUB
L — _ 1 Temporary Workspace Perennial Stream
L=am Parcel Intermittent Stream
• Milepost Modified Stream
,1
I
I
1
I
1
4656324450
4656223649
imp #'8 dr
.6
Wetland and Stream Impact (Imp) Summary
8. Palustrine Emergent (PEM) Wetland Temporary Impact - 0.301 AC
----------------
.7
----------
.8
— — — — — — — — — — — — — — — — — — — — — — — — — — — � �
Dramby Environmental Consulting
LINE 439 PROJECT
SHEET 5 OF 92
DRAM6Y 8801 Fast Park Drive, Suite 30
':. Raleigh, North Carolina 27612
Pitt County, North Carolina
Nationwide Permit
Exhibits
-'•`' 351 McLaws Circle, Suite 3
PRE -CONSTRUCTION NOTIFICATION EXHIBITS
Vhb Williamsburg, Virginia 23185
March 11, 2019

'k I
Feet
0 100 200
4656324450
Existing Culvert
/ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --� \
r Project Area
1— _ _ J Access Road
0 Proposed Maintained
Easement
L = _ 1 Temporary Workspace
L=am Parcel
• Milepost
PEM Habitat
PFO Habitat
PSS Habitat
r__—"] PUB
i Perennial Stream
Intermittent Stream
Modified Stream
® Conversion Impact
® Permanent Impact
® Temporary Impact
-- Imp # 10
-------------- X1.1
/ \---
Imp#9
0'0-
- ---
4656317265
4656223649
Dramby Environmental Consulting
oRaHev 8801 Fast Park Drive, Suite 30
i_;... Raleigh, North Carolina 27612
Wetland and Stream Impact (Imp) Summary
`"l�b
9. Palustrine Emergent (PEM) Wetland Temporary Impact - 0.022 AC � 351 McLaws Circle, Suite 3
A 10. Palustrine Emergent (PEM) Wetland Temporary Impact - 0.032 AC Williamsburg, Virginia 23185
LINE 439 PROJECT
Pitt County, North Carolina
PRE -CONSTRUCTION NOTIFICATION EXHIBITS
SHEET 6 OF 92
Nationwide Permit
Exhibits
March 11, 2019

(ice)I Feet
0 100 200
4656317265
/ Im� # 12
�.2 Imp#13
r Project Area
f===J Access Road
0 Proposed Maintained
Easement
t = 1 Temporary Workspace
Parcel
• Milepost
7 70
PEM Habitat
PFO Habitat
PSS Habitat
C..— PUB
— Perennial Stream
Intermittent Stream
Modified Stream
® Conversion Impact
® Permanent Impact
® Temporary Impact
/ Imp# 1-4--,,--
r
_4--,,--
156401451
Wetland and Stream Impact (Imp) Summary
11. Palustrine Forested (PFO) Wetland Temporary Impact -
12. Palustrine Forested (PFO) Wetland Conversion Impact
13. Palustrine Forested (PFO) Wetland Temporary Impact -
14. Palustrine Emergent (PEM) Wetland Temporary Impact
0.308 AC
0.430 AC
0.131 AC
0.004 AC
Dramby Environmental Consulting
LINE 439 PROJECT
SHEET 7 OF 92
DRAM6Y
_...
8801 Fast Park Drive, Suite 30
Raleigh, North Carolina 27612
Pitt County, North Carolina
Nationwide Permit
Exhibits
-'•`'
351 McLaws Circle, Suite 3
PRE -CONSTRUCTION NOTIFICATION EXHIBITS
Vhb
Williamsburg, Virginia 23185
March 11, 2019

0
,
,
Existingvvv
Culvert
,
Feet
100 200
Existing Culvert
Imp # 23
4656506610
Distribution Line
Existing Culvert
4656406650
r Project Area
1— _ _ J Access Road
0 Proposed Maintained
Easement
1 Temporary Workspace
Parcel
• Milepost
PEM Habitat
PFO Habitat
PSS Habitat
C..— PUB
— Perennial Stream
Intermittent Stream
Modified Stream
® Conversion Impact
® Permanent Impact
® Temporary Impact
Imp #20
Imp
#19
Imp # 21
4656409575 / I m
Imp # 15
1.4 Imp # 17
i
/ Imp # 1
Imp # 14
1
1
-------------
Dramby Environmental Consulting
LINE 439 PROJECT
SHEET 8 OF 92
DRAM6Y
_...
8801 Fast Park Drive, Suite 30
Raleigh, North Carolina 27612
Pitt County, North Carolina
Nationwide Permit
Wetland and Stream Impact (Imp) Summary
11.
Palustrine Forested (PFO) Wetland Temporary Impact -
0.308 AC
12.
Palustrine Forested (PFO) Wetland Conversion Impact
- 0.430 AC
13.
Palustrine Forested (PFO) Wetland Temporary Impact -
0.131 AC
14.
Palustrine Emergent (PEM) Wetland Temporary Impact
- 0.004 AC
15.
Palustrine Emergent (PEM) Wetland Temporary Impact
- 0.015 AC
16.
Palustrine Forested (PFO) Wetland Temporary Impact -
0.198 AC
' 17.
Palustrine Forested (PFO) Wetland Conversion Impact
- 0.450 AC
18.
Palustrine Forested (PFO) Wetland Temporary Impact -
0.006 AC
19.
Palustrine Forested (PFO) Wetland Temporary Impact -
0.141 AC
20.
Palustrine Emergent (PEM) Wetland Temporary Impact
- 0.002 AC
21.
Palustrine Emergent (PEM) Wetland Temporary Impact
- 0.008 AC
22.
Palustrine Emergent (PEM) Wetland Permanent Impact
- 0.001 AC
23.
Palustrine Emergent (PEM) Wetland Temporary Impact
- 0.001 AC
4656506610
Distribution Line
Existing Culvert
4656406650
r Project Area
1— _ _ J Access Road
0 Proposed Maintained
Easement
1 Temporary Workspace
Parcel
• Milepost
PEM Habitat
PFO Habitat
PSS Habitat
C..— PUB
— Perennial Stream
Intermittent Stream
Modified Stream
® Conversion Impact
® Permanent Impact
® Temporary Impact
Imp #20
Imp
#19
Imp # 21
4656409575 / I m
Imp # 15
1.4 Imp # 17
i
/ Imp # 1
Imp # 14
1
1
-------------
Dramby Environmental Consulting
LINE 439 PROJECT
SHEET 8 OF 92
DRAM6Y
_...
8801 Fast Park Drive, Suite 30
Raleigh, North Carolina 27612
Pitt County, North Carolina
Nationwide Permit
Exhibits
-'•`'
351 McLaws Circle, Suite 3
PRE -CONSTRUCTION NOTIFICATION EXHIBITS
Vhb
Williamsburg, Virginia 23185
March 11, 2019

Feet
0 100 200
AR -02
(Permanent)
Imp #'20
_Imp#21
,Im
01.4
Imp # 16
4656506610
---/Imp # 19
1.5�
imp #24
e
r Project Area
11 _ _ 1 Access Road
0 Proposed Maintained
Easement
1 Temporary Workspace
Parcel
• Milepost
4655664329
X1.6
PEM Habitat
PFO Habitat
PSS Habitat
C..— PUB
— Perennial Stream
Intermittent Stream
Modified Stream
® Conversion Impact
® Permanent Impact
® Temporary Impact
Wetland and Stream Impact (Imp) Summary
15. Palustrine Emergent (PEM) Wetland Temporary Impact
- 0.015 AC
_
16. Palustrine Forested (PFO) Wetland Temporary Impact -
0.198 AC
17. Palustrine Forested (PFO) Wetland Conversion Impact
- 0.450 AC
Dramb Environmental Consulting
Y g
LINE 439 PROJECT
SHEET 9 OF 92
18. Palustrine Forested (PFO) Wetland Temporary Impact -
0.006 AC
DRAM6Y
_..._
8801 Fast Park Drive, Suite 30
Pitt County, North Carolina
Nationwide Permit
19. Palustrine Forested (PFO) Wetland Temporary Impact -
0.141 AC
Raleigh, North Carolina 27612
20. Palustrine Emergent (PEM) Wetland Temporary Impact
- 0.002 AC
Exhibits
21. Palustrine Emergent (PEM) Wetland Temporary Impact
- 0.008 AC
h
351 McLaws Circle, Suite 3
PRE -CONSTRUCTION NOTIFICATION EXHIBITS
24. Modified Stream Temporary Impact - 60 LF
�
i
VI7�+
Williamsburg, Virginia 23185
March 11, 2019

631 Feet
0 100 200
.6
r Project Area PEM Habitat
C= _ J Access Road PFO Habitat
0 Proposed Maintained PSS Habitat
Easement
E PUB
F__7_ 1 Temporary Workspace Perennial Stream
LParcel Intermittent Stream
�d • Milepost Modified Stream
® Conversion Impact
® Permanent Impact
® Temporary Impact
4655664329
J/
/ .9
- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — /
01.7 .8
- 46555
Dramby Environmental Consulting
DRAM6Y 8801 Fast Park Drive, Suite 30
_... Raleigh, North Carolina 27612
�`V,I,,1_ 351 McLaws Circle, Suite 3
u Williamsburg, Virginia 23185
LINE 439 PROJECT
Pitt County, North Carolina
PRE -CONSTRUCTION NOTIFICATION EXHIBITS
SHEET 10 OF 92
Nationwide Permit
Exhibits
March 11, 2019

- F -
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46559160 /
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4655908989
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4665001706
466500361
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f= = j Access Road
0 Proposed Maintained
Easement
t = 1 Temporary Workspace
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• Milepost
PEM Habitat
PFO Habitat
PSS Habitat
C..— PUB
— Perennial Stream
Intermittent Stream
Modified Stream
4665002590
_ SAN
X3.6
i
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-----Imp # 44
• 7
Wetland and Stream Impact (Imp) Summary
41. Palustrine Forested (PFO) Wetland Conversion Impact - 1.804 AC
42. Palustrine Forested (PFO) Wetland Temporary Impact - 0.539 AC
43. Palustrine Forested (PFO) Wetland Temporary Impact - 0.212 AC
44. Modified Stream Temporary Impact - 130 LF
4664087024
Conversion Impact
Permanent Impact
Temporary Impact
;.8
Dramby Environmental Consulting
LINE 439 PROJECT
SHEET 17 OF 92
DRAM6Y
_...
8801 Fast Park Drive, Suite 30
Raleigh, North Carolina 27612
Pitt County, North Carolina
Nationwide Permit
Exhibits
-'•`'
351 McLaws Circle, Suite 3
PRE -CONSTRUCTION NOTIFICATION EXHIBITS
Vhb
Williamsburg, Virginia 23185
March 11, 2019
;.8

nccnnonn �c
� Project Area
Feet C= _ J Access Road
0 100 200
0 Proposed Maintained
Easement
L — _ 1 Temporary Workspace
L=am Parcel
• Milepost
PEM Habitat
PFO Habitat
PSS Habitat
E___..] PUB
Perennial Stream
Intermittent Stream
— Modified Stream
466418748—
AR -04
(Temporary)
Existing Culvert
® Conversion Impact
® Permanent Impact
® Temporary Impact
Dramby Environmental Consulting
LINE 439 PROJECT
SHEET 20 OF 92
DRAM6Y
_...
8801 Fast Park Drive, Suite 30
Raleigh, North Carolina 27612
Pitt County, North Carolina
Nationwide Permit
Exhibits
`, I�
351 McLaws Circle, Suite 3
PRE -CONSTRUCTION NOTIFICATION EXHIBITS
Vhb
Williamsburg, Virginia 23185
March 11, 2019

i
4.6
100
q"
Imp # 49
ZI Feet
200
Wetland and Stream Impact (Imp) Summary
48. Palustrine Forested (PFO) Wetland Conversion Impact - 0.046 AC
49. Palustrine Forested (PFO) Wetland Temporary Impact - 0.073 AC
50. Perennial Stream (Horsepen Swamp) Temporary Impact - 130 LF
51. Palustrine Emergent (PEM) Wetland Temporary Impact - 0.013 AC
4664583511
X4.7
— — —
f Project Area PEM Habitat ® Conversion Impact
C= Access Road PFO Habitat ® Permanent Impact
0 Proposed Maintained PSS Habitat ® Temporary Impact
Easement
C..---� PUB
1 Temporary Workspace Perennial Stream
Parcel Intermittent Stream
• Milepost Modified Stream
.8
4664692129
Imp #51�
- — — — — — — — — — — — — — — --
LINE 439 PROJECT SHEET 22 OF 92
Pitt County, North Carolina Nationwide Permit
Exhibits
PRE -CONSTRUCTION NOTIFICATION EXHIBITS
March 11, 2019
Dramby Environmental Consulting
DRAM6Y
8801 Fast Park Drive, Suite 30
i_;...
Raleigh, North Carolina 27612
�'�V,I,1_
351 McLaws Circle, Suite 3
u
Williamsburg, Virginia 23185
f Project Area PEM Habitat ® Conversion Impact
C= Access Road PFO Habitat ® Permanent Impact
0 Proposed Maintained PSS Habitat ® Temporary Impact
Easement
C..---� PUB
1 Temporary Workspace Perennial Stream
Parcel Intermittent Stream
• Milepost Modified Stream
.8
4664692129
Imp #51�
- — — — — — — — — — — — — — — --
LINE 439 PROJECT SHEET 22 OF 92
Pitt County, North Carolina Nationwide Permit
Exhibits
PRE -CONSTRUCTION NOTIFICATION EXHIBITS
March 11, 2019

Feet
0 100 200 4664687536 ..
V — —
4664692129 / 4664686327
I�
I
� I
/ ' r
Imp -#-52
/ i 5
i
4664583511
Wetland and Stream Impact (Imp) Summary
51. Palustrine Emergent (PEM) Wetland Temporary Impact
52. Palustrine Emergent (PEM) Wetland Temporary Impact
53. Palustrine Emergent (PEM) Wetland Temporary Impact
- 0.013 AC
- 0.015 AC
- 0.009 AC
co
O
61
U
Z
CO
4664682088
r Project Area PEM Habitat
) ® Conversion Impact
1-__J Access Road PFO Habitat ® Permanent Impact 78`
I Proposed Maintained PSS Habitat ® Temporary Impact
Easement
4664 C..—..� PUB
L = _ 1 Temporary Workspace Perennial Stream
L=am Parcel Intermittent Stream
• Milepost Modified Stream
I ,
— — -----------------------
Brevard
— — ----Brevard Rd (SR -1178) _--
I
. ---------------r- ---------------- -
�
. 46E
I
4 1
� I I �1 �I
68168I� 4664772937
11664689150 4664780055
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-' Imp -#-5
4664675932 i — — — — — — --
4664871275
Dramb Environmental Consulting
Y 9
LINE 439 PROJECT
SHEET 23 OF 92
DRAM6Y
_...
8801 Fast Park Drive, Suite 30
Raleigh, North Carolina 27612
Pitt County, North Carolina
Nationwide Permit
Exhibits
%'•`'
351 McLaws Circle, Suite 3
PRE -CONSTRUCTION NOTIFICATION EXHIBITS
Vhb
Williamsburg, Virginia 23185
March 11, 2019

0
466477
041
EEF
4664787067 4664788081
Feet r
100 200 ---- L-------- --_ _, %
}
Brevard Rd (SR -1178) --- — — _ ,/ �, 4664870796
4664775839 j
� I �
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SIInk 466 36
�I
*04778784
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C= _ J Access Road PFO Habitat
0 Proposed Maintained PSS Habitat
Easement
E--_..] PUB
L = 1 Temporary Workspace Perennial Stream
Parcel Intermittent Stream
• Milepost Modified Stream
® Conversion Impact I
® Permanent Impact ;
® Temporary Impact
�F- - s
• y +------ ---- ---- ----. -- - -
--------------------- - - - - - - - - - \ \
--------------------- \ \
---------- - - - - --
\\
i'3 \�\
.2 i .4
— — — — — — — — — — — — — — — — — — — \ \
— — — — — — — — — — — — — — — — —
— — — — — — — — — — — — — — — — — — — — —
Wetland and Stream Impact (Imp) Summary
53. Palustrine Emergent (PEM) Wetland Temporary Impact - 0.009 AC
4664679161
Dramby Environmental Consulting
DRAM6Y
---------------------------------------- - --------- -
Wetland and Stream Impact (Imp) Summary
53. Palustrine Emergent (PEM) Wetland Temporary Impact - 0.009 AC
4664679161
LINE 439 PROJECT
Pitt County, North Carolina
PRE -CONSTRUCTION NOTIFICATION EXHIBITS
SHEET 24 OF 92
Nationwide Permit
Exhibits
March 11, 2019
Dramby Environmental Consulting
DRAM6Y
8801 Fast Park Drive, Suite 30
i-_
Raleigh, North Carolina 27612
�'�V,I,1_
351 McLaws Circle, Suite 3
u
Williamsburg, Virginia 23185
LINE 439 PROJECT
Pitt County, North Carolina
PRE -CONSTRUCTION NOTIFICATION EXHIBITS
SHEET 24 OF 92
Nationwide Permit
Exhibits
March 11, 2019

ffff�F mrnrrm
� �' . • / r Project Area
Feet; f -==J Access Road
100 200
�. 0 Proposed Maintained
_ Easement
i
F-17-171 Temporary Workspace
Parcel
• Milepost
PEM Habitat
PFO Habitat
PSS Habitat
C..— PUB
— Perennial Stream
Intermittent Stream
Modified Stream
4674068432 /
Imp # 58
' 4674058512
� 5.8�
4664951912
® Conversion Impact
® Permanent Impact
® Temporary Impact
mp#60
i
/
/
/
/
/
5.9 Imp # 59
�{ 1 Dramby Environmental Consulting LINE 439 PROJECT SHEET 26 OF 92
DRAM6Y 8801 Fast Park Drive, Suite 30 Nationwide Permit
�LL Raleigh, North Carolina 27612 Pitt County, North Carolina
Exhibits
VIb 351 McLaws Circle, Suite 3 PRE -CONSTRUCTION NOTIFICATION EXHIBITS
7�+ Williamsburg, Virginia 23185
March 11, 2019

` Feet
1413 0 100 200
Y r
AR -05
(Temporary)
\
4674058512—
___--- .1
'Imp;F 59
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4674042602
Dramby Environmental Consulting
8801 Fast Park Drive, Suite 30
Raleigh, North Carolina 27612
Ima # 64\ i
4674140871 % \
r �
/
1
1
r Project Area
1_ _ _ 1 Access Road
0 Proposed Maintained
Easement
F__7_ J Temporary Workspace
Parcel
• Milepost
LINE 439 PROJECT
Pitt County, North Carolina
4674146714
Imp #65_____ -----
PEM Habitat
® Conversion Impact
PFO Habitat
® Permanent Impact
Wetland and Stream Impact (Imp) Summary
® Temporary Impact
DRAM6Y
59.
Palustrine Emergent (PEM) Wetland Temporary Impact
- 0.062 AC
Intermittent Stream
60.
Palustrine Emergent (PEM) Wetland Temporary Impact
- 0.009 AC
64.
Palustrine Emergent (PEM) Wetland Temporary Impact
- 0.024 AC
�•�7�
65.
Palustrine Emergent (PEM) Wetland Temporary Impact
- 0.023 AC
V
Dramby Environmental Consulting
8801 Fast Park Drive, Suite 30
Raleigh, North Carolina 27612
Ima # 64\ i
4674140871 % \
r �
/
1
1
r Project Area
1_ _ _ 1 Access Road
0 Proposed Maintained
Easement
F__7_ J Temporary Workspace
Parcel
• Milepost
LINE 439 PROJECT
Pitt County, North Carolina
4674146714
Imp #65_____ -----
PEM Habitat
® Conversion Impact
PFO Habitat
® Permanent Impact
PSS Habitat
® Temporary Impact
C..— PUB
Perennial Stream
Intermittent Stream
Modified Stream
351 McLaws Circle, Suite 3 PRE -CONSTRUCTION NOTIFICATION EXHIBITS
Williamsburg, Virginia 23185
SHEET 27 OF 92
Nationwide Permit
Exhibits
March 11, 2019

r Project Area PEM Habitat ® Conversion Impact
(llr) Feet C= Access Road PFO Habitat ® Permanent Impact
I" 0 100 200 0 Proposed Maintained PSS Habitat ® Temporary Impact
\ \ Easement
[--_..] PUB `
1 Temporary Workspace Perennial Stream \`
t V L=am Parcel Intermittent Stream
\ • Milepost Modified Stream
\
Imp # 60 ��� 4674068432
\ \ Imp # 62
\ Existing Culvert
\ / `
\ \\ 4674058512 Existing, Culvert
\ \\ AR -05
\ \ (Temporary) /
\ \ Existing
\ \ \\ Culvert •x ',
\ V i
Imp # 61
467404687` --
Wetland and Stream Impact (Imp) Summary
60.
Palustrine Emergent (PEM) Wetland Temporary Impact
- 0.009 AC
61.
Palustrine Emergent (PEM) Wetland Temporary Impact
- 0.0002 AC
62.
Palustrine Emergent (PEM) Wetland Temporary Impact
- 0.0002 AC
63.
Palustrine Emergent (PEM) Wetland Temporary Impact
- 0.0001 AC
Sc1,th-rn 4n lNS-91 �9s1

irapnl(SAHUVHUAYtKNIII—[Igare5\3411. IIXI/ IZUU V.lnaa
i
' 1
Feet
0 100 200 ;
1 I
4674149 7
- -- IAll
+ ,
— —---------_— ! 4674241913
1 I '
4674'1
-------
_M Huggins Ln (NS -98500)
Existing
Culvert
4674146714
Imp #-66r__
6.3
4674240714
144 .
Imp # 68 4674149684
I
4674243972 ..�
4674242942 I
I /
------------
d
------ . ? 1
I
I
Imp # 70
4674242668
--7 r Project Area
/ �_ = = J Access Road
i
0 Proposed Maintained
IT Easement
42 1 Temporary Workspace
�� Parcel
Milepost
6W
4674245747
4674244660
PEM Habitat
PFO Habitat
PSS Habitat
C..— PUB
— Perennial Stream
Intermittent Stream
Modified Stream
® Conversion Impact
® Permanent Impact
® Temporary Impact
� I
DDkfrhrd.'VrKV
i
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Existing Culvert
Imp -#-69 _-----__—II---
4—
I
Imp #-67 _ — ------
4674147439
---------------
a
�I I
4674147 avm
0
-
6
1 1
4674144049 -_
1 1
Wetland and Stream Impact (Imp) Summary
66. Modified Stream Temporary Impact - 113 LF
67. Palustrine Emergent (PEM) Wetland Temporary Impact - 0.002 AC
68. Palustrine Emergent (PEM) Wetland Temporary Impact - 0.0001 AC
69. Palustrine Emergent (PEM) Wetland Temporary Impact - 0.004 AC
70. Palustrine Emergent (PEM) Wetland Temporary Impact - 0.073 AC
4674243384
`Dramby Environmental Consulting
LINE 439 PROJECT
SHEET 29 OF 92
oRaMev 8801 Fast Park Drive, Suite 30
Raleigh, North Carolina 27612
Pitt County, North Carolina
Nationwide Permit
ri-----------
Exhibits
-'•`' 351 McLaws Circle, Suite 3
PRE -CONSTRUCTION NOTIFICATION EXHIBITS
1
Vhb Williamsburg, Virginia 23185
1
March 11, 2019
dF7474A

� I
/ r Project Area PEM Habitat ® Conversion Impact
Feet / �_ _ _ J Access Road PFO Habitat
i o X00 20o i ® Permanent Impact
FI Proposed
ropo dMaintained PSS Habitat ® Temporary Impact
Easement
r__—..] PUB
L = _ 1 Temporary Workspace i Perennial Stream
L=am Parcel
Intermittent Stream
• Milepost Modified Stream
/ a
4674248497 i
.5
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2
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r
4674335692
\ X7,9
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4674332669 i
i
i
AR -06
(Permanent)
X
4674441431
4674444035
Dramby Environmental Consulting
LINE 439 PROJECT
SHEET 30 OF 92
DRAM6Y
_...
8801 Fast Park Drive, Suite 30
Raleigh, North Carolina 27612
Pitt County, North Carolina
Nationwide Permit
Exhibits
`, I�
351 McLaws Circle, Suite 3
PRE -CONSTRUCTION NOTIFICATION EXHIBITS
Vhb
Williamsburg, Virginia 23185
March 11, 2019
4674444035

,sst.uu rie=ntunw_wetmuueutgapnrstrwunntrtmvu i_ iigurestsyssi_
I
�I'FA'_I Project Area PEM Habitat ® Conversion Impact
(1V) Feet C= Access Road PFO Habitat
T 0 ® Permanent Impact
o 100 20 D Proposed Maintained PSS Habitat ® Temporary Impact
143
Easement [::_::] PUB
--771 Temporary Workspace Perennial Stream
j i L=am Parcel
j !' •
Milepost Intermittent Stream
p Modified Stream
AR -06
(Permanent)
I \
.s Y�Imp#711
I /
I /
4674545722
.9
•7
Imp # 72 Imp # 74
Jlmp # 73
------------------------------------------
%— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
4e o o [,, • • 4674634629
Dramby Environmental Consulting LINE 439 PROJECT SHEET 31 OF 92
Wetland and Stream Impact (Imp) Summary DRAM6Y 8801 Fast Park Drive, Suite 30
71. Perennial Stream Temporary Impact - 62 LF :. Raleigh, North Carolina 27612 Pitt County, North Carolina Nationwide Permit
72. Palustrine Scrub -Shrub (PSS) Temporary Impact - 0.003 AC Exhibits
73. Palustrine Scrub -Shrub (PSS)Conversion Impact - 0.010 AC 'W` �Ab 351 McLaws Circle, Suite 3 PRE -CONSTRUCTION NOTIFICATION EXHIBITS
74. Modified Stream Temporary Impact - 72 LF V Williamsburg, Virginia 23185
March 11, 2019

m
N Feet
0 100 200
•7
i
Imp # 72 -�
Imp # 73 -
4674634629
r Project Area PEM Habitat
f===J Access Road PFO Habitat
0 Proposed Maintained PSS Habitat
Easement
C..---� PUB
1 Temporary Workspace Perennial Stream
Parcel Intermittent Stream
• Milepost Modified Stream
Iron
® Conversion Impact
® Permanent Impact
® Temporary Impact
r
7.%
#'83
---__—
Imp #75--- _
�__ 7.1 Imp #81
Imp # 74 —f,Im p # 82 /�
46745457 '— _ _ � � ✓ �
Imp # 77 Imp # 78 /
Imp-# 76
------� — i� _i .2 Imp.#'80
,
�
Imp# 79 �_��
Wetland and Stream Impact (Imp) Summary -
72. Palustrine Scrub -Shrub (PSS) Temporary Impact - 0.003 AC - -
73. Palustrine Scrub -Shrub (PSS) Conversion Impact - 0.010 AC
74. Modified Stream Temporary Impact - 72 LF
75. Modified Stream Temporary Impact - 61 LF
76. Palustrine Scrub -Shrub (PSS) Temporary Impact - 0.010 AC
77. Palustrine Scrub -Shrub (PSS) Temporary Impact - 0.026 AC
78. Palustrine Scrub -Shrub (PSS) Conversion Impact - 0.082 AC i
79. Palustrine Scrub -Shrub (PSS) Temporary Impact - 0.064 AC Dramby Environmental Consulting
[DRAMBYI 8801 Fast Park Drive, Suite 30
80. Palustrine Scrub -Shrub (PSS) Temporary Impact - 0.004 AC I _ , '? Raleigh, North Carolina 27612
81. Palustrine Forested (PFO) Wetland Temporary Impact - 0.044 AC
82. Palustrine Forested (PFO) Wetland Conversion Impact - 0.112 AC
83. Palustrine Forested (PFO) Wetland Temporary Impact - 0.064 AC
LINE 439 PROJECT
Pitt County, North Carolina
PRE -CONSTRUCTION NOTIFICATION EXHIBITS
SHEET 32 OF 92
Nationwide Permit
Exhibits
March 11, 2019

■cff�nmrnrrm
11i Feet
0 100 200 = ------ --- �I
.-
i
I
I
f
AR -08
(Temporary)
s
4674954590
IF
^1 J
r Project Area
C= _ J Access Road
0 Proposed Maintained
Easement
L = _ 1 Temporary Workspace
L=am Parcel
• Milepost
4684056628
PEM Habitat
® Conversion Impact
PFO Habitat
® Permanent Impact
PSS Habitat
® Temporary Impact
E___..] PUB
Perennial Stream
Intermittent Stream
- Modified Stream
— — — — — — — — — — — — — — — — — — — — —
— — — — — — — — — — — — — — — — — /
— — — — — — — — — — — — — — — — — — — — — — — — — — — 0
07.9
\ \
77.e7
----
----------------------- ----\� ---------------------------- /7 -------------
....... ............
—
Dramby Environmental Consulting
DRAM6Y 8801 Fast Park Drive, Suite 30
Raleigh, North Carolina 27612
Wetland and Stream Impact (Imp) Summary i '` lib 351 McLaws Circle, Suite 3
86. Palustrine Emergent (PEM) Wetland Temporary Impact - 0.017 AC V V Williamsburg, Virginia 23185
LINE 439 PROJECT
Pitt County, North Carolina
PRE -CONSTRUCTION NOTIFICATION EXHIBITS
SHEET 35 OF 92
Nationwide Permit
Exhibits
March 11, 2019

4684056628
l
Wetland and Stream Impact (Imp) Summary
87. Modified Stream Temporary Impact - 373 LF
88. Palustrine Forested (PFO) Wetland Temporary Impact
89. Palustrine Forested (PFO) Wetland Conversion Impact
90. Palustrine Forested (PFO) Wetland Temporary Impact
0.289 AC
- 0.413 AC
0.131 AC
DRAMBY
vhb
Imp
•8.2
4684169739
r Project Area
PEM Habitat ® Conversion Impact
1-__J Access Road
PFO Habitat ® Permanent Impact
0 Proposed Maintained
PSS Habitat ® Temporary Impact
Easement C..---�
PUB
L — _ 1 Temporary Workspace
Perennial Stream
L=am Parcel
Intermittent Stream
• Milepost
Modified Stream
- 71---------'` --i
Dramby Environmental Consulting
8801 Fast Park Drive, Suite 30
Raleigh, North Carolina 27612
468415815
LINE 439 PROJECT
Pitt County, North Carolina
351 McLaws Circle, Suite 3 PRE -CONSTRUCTION NOTIFICATION EXHIBITS
Williamsburg, Virginia 23185
SHEET 36 OF 92
Nationwide Permit
Exhibits
March 11, 2019

r Project Area
NI Feet
C— _ _ J Access Road
0 100 200
0 Proposed Maintained
Easement
1 Temporary Workspace
Parcel
• Milepost
.6
r
Wetland and Stream Impact (Imp) Summary
91. Palustrine Forested (PFO) Wetland Temporary Impact - 0.039 AC
92. Palustrine Forested (PFO) Wetland Conversion Impact - 0.068 AC
93. Palustrine Forested (PFO) Wetland Temporary Impact - 0.005 AC
94. Modified Stream Temporary Impact - 199 LF
.7
PEM Habitat
PFO Habitat
PSS Habitat
[--_..I PUB
Perennial Stream
Intermittent Stream
— Modified Stream
® Conversion Impact
® Permanent Impact
® Temporary Impact
AR -09
(Temporary)
I
Z),
—� Imp
\-------------------------------------1#94
— — — — — — — — — — — — — — — — — — — — —
.8
4684550582
Dramb Environmental Consulting
y g
LINE 439 PROJECT
SHEET 38 OF 92
DRAM6Y 8801 Fast Park Drive, Suite 30
_... Raleigh, North Carolina 27612
Pitt County, North Carolina
Nationwide Permit
Exhibits
%'•`' 351 McLaws Circle, Suite 3
PRE -CONSTRUCTION NOTIFICATION EXHIBITS
Vhb Williamsburg, Virginia 23185
March 11, 2019

\ r Project Area PEM Habitat
l U) Feet �_--J Access Road PFO Habitat
I`' 0 100 200 0 Proposed Maintained PSS Habitat
Easement
[___..] PUB
1 Temporary Workspace Perennial Stream
Parcel Intermittent Stream
—\ • Milepost Modified Stream
\
\
\
I
\
\
® Conversion Impact
® Permanent Impact
® Temporary Impact
x
i
\ \ ` AR -09
\\ \ (Temporary)
\ \ ` 4684369646
\ .8
08.8
4684550582
Wetland and Stream Impact (Imp) Summary
94. Modified Stream Temporary Impact - 199 LF
Dramby Environmental Consulting
LINE 439 PROJECT
SHEET 39 OF 92
DRAM6Y
_...
8801 Fast Park Drive, Suite 30
Raleigh, North Carolina 27612
Pitt County, North Carolina
Nationwide Permit
Exhibits
-'•`'
351 McLaws Circle, Suite 3
PRE -CONSTRUCTION NOTIFICATION EXHIBITS
VI7�+
Williamsburg, Virginia 23185
March 11, 2019

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\. oRaHev 8801 Fast Park Drive, Suite 30
Raleigh, North Carolina 27612
Wetland and Stream Impact (Imp) Summary \ '` lib 351 McLaws Circle, Suite 3
94. Modified Stream Temporary Impact - 199 LF \ V Williamsburg, Virginia 23185
LINE 439 PROJECT
Pitt County, North Carolina
PRE -CONSTRUCTION NOTIFICATION EXHIBITS
Conversion Impact
Permanent Impact
Temporary Impact
SHEET 40 OF 92
Nationwide Permit
Exhibits
March 11, 2019

4684,.-.,�..,�
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--------- --
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4684654744 i _ Dramby Environmental Consulting
� DRAM6Y 8801 Fast Park Drive, Suite 30
Raleigh, North Carolina 27612
468475194
Wetland and Stream Impact (Imp) Summary\ _ ��b 351 McLaws Circle, Suite 3
4684750705
95. Modified Stream Temporary Impact - 82 LF / �, Nib Williamsburg, Virginia 23185
�
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�= _ J Access Road
0 Proposed Maintained
Easement
F__7_ J Temporary Workspace
Parcel
• Milepost
LINE 439 PROJECT
Pitt County, North Carolina
PEM Habitat
PFO Habitat
PSS Habitat
C..— PUB
Perennial Stream
Intermittent Stream
Modified Stream
PRE -CONSTRUCTION NOTIFICATION EXHIBITS
® Conversion Impact
® Permanent Impact
® Temporary Impact
SHEET 41 OF 92
Nationwide Permit
Exhibits
March 11, 2019

Feet
0 100 200
/ Imp,#'
/Imp #96 _----
09 .5
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- 4684778253
Wetland and Stream Impact (Imp) Summary
PEM Habitat
96.
Palustrine Emergent (PEM) Wetland Temporary Impact
- 0.024 AC
97.
Palustrine Forested (PFO) Wetland Conversion Impact -
0.127 AC
98.
Palustrine Forested (PFO) Wetland Temporary Impact -
0.002 AC
99.
Palustrine Forested (PFO) Wetland Temporary Impact -
0.001 AC
100.
Modified Stream Temporary Impact - 19 LF
102.
Palustrine Forested (PFO) Wetland Conversion Impact
- 0.568 AC
103.
Palustrine Forested (PFO) Wetland Temporary Impact
- 0.190 AC
104.
Palustrine Forested (PFO) Wetland Temporary Impact
- 0.283 AC
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Intermittent Stream
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LINE 439 PROJECT
Pitt County, North Carolina
PRE -CONSTRUCTION NOTIFICATION EXHIBITS
rim ' •-
® Conversion Impact
® Permanent Impact
® Temporary Impact
SHEET 42 OF 92
Nationwide Permit
Exhibits
March 11, 2019

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LINE 439 PROJECT
SHEET 45 OF 92
Wetland and Stream Impact (Imp) Summary
oRAMaY 8801 Fast Park Drive, Suite 30
-ALL: Raleigh, North Carolina 27612
Pitt County, North Carolina
Nationwide Permit
105. Palustrine Forested (PFO) Wetland Temporary Impact - 0.104 AC
106. Palustrine Forested (PFO) Wetland Conversion Impact - 0.310 AC
Exhibits
107. Palustrine Forested (PFO) Wetland Temporary Impact - 0.206 AC
-v`v351 McLaws Circle, Suite 3
PRE -CONSTRUCTION NOTIFICATION EXHIBITS
108. Palustrine Emergent (PEM) Wetland Temporary Impact - 0.234 AC
Vlib Williamsburg, Virginia 23185
March 11, 2019

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® Conversion Impact
® Permanent Impact
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4695207304
Dramby Environmental Consulting
Wetland and Stream Impact (Imp) Summary
115.
Palustrine Emergent (PEM) Wetland Temporary Impact
- 0.002 AC
116.
Palustrine Emergent (PEM) Wetland Temporary Impact
- 0.004 AC
117.
Palustrine Emergent (PEM) Wetland Temporary Impact
- 0.111 AC
118.
Palustrine Forested (PFO) Wetland Temporary Impact -
0.794 AC
119.
Palustrine Forested (PFO) Wetland Conversion Impact
- 2.36 AC
120.
Palustrine Forested (PFO) Wetland Temporary Impact -
1.619 AC
121.
Modified Stream Temporary Impact - 635 LF
46y,+cyocuo
4695207304
Imp # 120
LINE 439 PROJECT
Pitt County, North Carolina
PRE -CONSTRUCTION NOTIFICATION EXHIBITS
17063
SHEET 47 OF 92
Nationwide Permit
Exhibits
March 11, 2019
Dramby Environmental Consulting
DRAM6Y
8801 Fast Park Drive, Suite 30
i_;...
Raleigh, North Carolina 27612
�•,I,1_
351 McLaws Circle, Suite 3
VV uu
Williamsburg, Virginia 23185
Imp # 120
LINE 439 PROJECT
Pitt County, North Carolina
PRE -CONSTRUCTION NOTIFICATION EXHIBITS
17063
SHEET 47 OF 92
Nationwide Permit
Exhibits
March 11, 2019

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,
Wetland and Stream Impact (Imp) Summary
118. Palustrine Forested (PFO) Wetland Temporary Impact
119. Palustrine Forested (PFO) Wetland Conversion Impact
120. Palustrine Forested (PFO) Wetland Temporary Impact
124. Modified Stream Temporary Impact - 72 LF
125. Palustrine Forested (PFO) Wetland Temporary Impact
126. Palustrine Forested (PFO) Wetland Conversion Impact
127. Palustrine Forested (PFO) Wetland Temporary Impact
PEM Habitat
PFO Habitat
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Dramby Environmental Consulting
- 1.619 AC
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Raleigh, North Carolina 27612
0.002 AC
- 0.364 AC
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- 0.336 AC
V Williamsburg, Virginia 23185
LINE 439 PROJECT
Pitt County, North Carolina
PRE -CONSTRUCTION NOTIFICATION EXHIBITS
i
4695712007
SHEET 51 OF 92
Nationwide Permit
Exhibits
March 11, 2019

!� Feet
0 100 200
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125.
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0.002 AC
126.
Palustrine Forested (PFO) Wetland Conversion Impact
- 0.364 AC
127.
Palustrine Forested (PFO) Wetland Temporary Impact -
0.336 AC
128.
Palustrine Forested (PFO) Wetland Temporary Impact -
0.059 AC
129.
Palustrine Forested (PFO) Wetland Conversion Impact
- 0.208 AC
130.
Palustrine Forested (PFO) Wetland Temporary Impact -
0.15 AC
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Pitt County, North Carolina
® Conversion Impact
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® Temporary Impact
4695734124
4O
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Dramby Environmental Consulting
DRAM6Y
8801 Fast Park Drive, Suite 30
Raleigh, North Carolina 27612
�• I1V
351 McLaws Circle, Suite 3
V u
Williamsburg, Virginia 23185
LINE 439 PROJECT
Pitt County, North Carolina
® Conversion Impact
® Permanent Impact
® Temporary Impact
4695734124
4O
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2
I UJ co
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4f557350270
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4695736010 /
PRE—CONSTRUCTION NOTIFICATION EXHIBITS
I.
SHEET 52 OF 92
Nationwide Permit
Exhibits
March 11, 2019
46�
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SHEET 52 OF 92
Nationwide Permit
Exhibits
March 11, 2019
46�

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Feet
100 200
f
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f===J Access Road
0 Proposed Maintained
Easement
1 Temporary Workspace
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• Milepost
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131. Palustrine Forested (PFO) Wetland Temporary Impact - 0.252 AC 8801 Fa Environmental Consulting
DRAM6Y 8801 Fast Park Drive, Suite 30
132. Palustrine Forested (PFO) Wetland Conversion Impact - 0.722 AC, ;-.:- Raleigh, North Carolina 27612
133. Palustrine Forested (PFO) Wetland Temporary Impact - 0.043 AC
`"��r
134. Palustrine Forested (PFO) Wetland Temporary Impact - 0.397 AC � 351 McLaws Circle, Suite 3
135. Modified StImpact - 1265 LF Williamsburg, Virginia 23185
i9 ream Temporary lib
LINE 439 PROJECT
Pitt County, North Carolina
\
\
\
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PRE -CONSTRUCTION NOTIFICATION EXHIBITS
\
\
\
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\
\
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SHEET 53 OF 92
Nationwide Permit
Exhibits
March 11, 2019

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4
Wetland and Stream Impact (Imp) Summary
135. Modified Stream Temporary Impact 1,265 LF
136. Modified Stream Temporary Impact - 457 LF
MR
4695849418
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4695838529
PRE -CONSTRUCTION NOTIFICATION EXHIBITS
4695948655
4695945489 '
5 yy�
fi
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SHEET 54 OF 92
Nationwide Permit
Exhibits
March 11, 2019
5605035946
Dramby Environmental Consulting
DRAM6Y
8801 Fast Park Drive, Suite 30
,__;....—
Raleigh, North Carolina 27612
e'
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351 McLaws Circle, Suite 3
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Williamsburg, Virginia 23185
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4695838529
PRE -CONSTRUCTION NOTIFICATION EXHIBITS
4695948655
4695945489 '
5 yy�
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SHEET 54 OF 92
Nationwide Permit
Exhibits
March 11, 2019
5605035946
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PFO Habitat
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PSS Habitat
® Temporary Impact
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4695838529
PRE -CONSTRUCTION NOTIFICATION EXHIBITS
4695948655
4695945489 '
5 yy�
fi
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SHEET 54 OF 92
Nationwide Permit
Exhibits
March 11, 2019
5605035946

NI Feet
0 100 200
1. �11.0111b11b'Yea
r Project Area
f===J Access Road
0 Proposed Maintained
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PEM Habitat
® Conversion Impact
PFO Habitat
® Permanent Impact
PSS Habitat
® Temporary Impact
C..— PUB
— Perennial Stream
Intermittent Stream
Modified Stream
5605141702
2.5
Wetland and Stream Impact (Imp) Summary
136. Modified Stream Temporary Impact - 457 LF
137. Modified Stream Temporary Impact - 702 LF
138. Palustrine Emergent (PEM) Wetland Temporary Impact - 0.048 AC
l
DRAM6Y
—Vhb
5605035946
Dramby Environmental Consulting
8801 Fast Park Drive, Suite 30
Raleigh, North Carolina 27612
LINE 439 PROJECT
Pitt County, North Carolina
351 McLaws Circle, Suite 3 PRE -CONSTRUCTION NOTIFICATION EXHIBITS
Williamsburg, Virginia 23185
\
SHEET 55 OF 92
Nationwide Permit
Exhibits
March 11, 2019

Im
e
Imp

r Project Area PEM Habitat ® Conversion Impact
LN) Feet III J Access Road PFO Habitat
T ® Permanent Impact
o 100 200
0 Proposed Maintained PSS Habitat ® Temporary Impact
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4
09--71 Temporary Workspace Perennial Stream
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• Milepost Modified Stream
Ihi
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5605249662
5605440732
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m p_# 145—
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139. Palustrine Forested (PFO) Wetland Temporary Impact - 0.561 AC 8801 F Environmental Suite
30 tin
DRAM6Y 8801 Fast Park Drive, Suite 30 Nationwide Permit
143. Palustrine Emergent (PEM) Wetland Temporary Impact - 0.127 AC _... Raleigh, North Carolina 27612 Pitt County, North Carolina
144. Palustrine Emergent (PEM) Wetland Temporary Impact - 0.003 AC Exhibits
-"��r
145. Palustrine Emergent (PEM)Wetland Temporary Impact - 0.010 AC � lib 351 McLaws Circle, Suite 3 PRE -CONSTRUCTION NOTIFICATION EXHIBITS
146. Modified Stream Temporary Impact - 110 LF Williamsburg, Virginia 23185
March 11, 2019

'T
0 100
5605440732
Imp # 146
ZI Feet
200
3.3
5605336636
I
Wetland and Stream Impact (Imp) Summary
146. Modified Stream Temporary Impact - 110 LF
147. Palustrine Emergent (PEM) Wetland Temporary Impact - 0.018 AC
148. Palustrine Scrub -Shrub (PSS) Temporary Impact - 0.127 AC
149. Palustrine Scrub -Shrub (PSS) Temporary Impact - 0.256 AC
150. Palustrine Scrub -Shrub (PSS) Conversion Impact - 0.384 AC
5605444752
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Dramby Environmental Consulting
DR_AM6Y
0 Proposed Maintained
8801 Fast Park Drive, Suite 30
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Raleigh, North Carolina 27612
I,1_
351 McLaws Circle, Suite 3
V u
Williamsburg, Virginia 23185
3.4
r Project Area
PEM Habitat
f===J Access Road
PFO Habitat
0 Proposed Maintained
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Easement C..---�
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F__7_ 1 Temporary Workspace
Perennial Stream
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Intermittent Stream
• Milepost
Modified Stream
® Conversion Impact
® Permanent Impact
® Temporary Impact
Imp # 150
?13,50
— p # 148
`_ —�
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9
Imp # 149
LINE 439 PROJECT
Pitt County, North Carolina
a
5605530674
PRE—CONSTRUCTION NOTIFICATION EXHIBITS
I
SHEET 58 OF 92
Nationwide Permit
Exhibits
March 11, 2019

4 Feet
0 100 200
` 5605544298
Imp # 147 \
13.50
\ 5605530674
\
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Imp # 150
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11 _ _ 1 Access Road
Proposed Maintained
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1 Temporary Workspace -
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4� • Milepost -
PEM Habitat
® Conversion Impact
PFO Habitat
® Permanent Impact
PSS Habitat
® Temporary Impact
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Perennial Stream
Intermittent Stream
Modified Stream
5605763401
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Imp # 149 /
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Wetland and Stream Impact (Imp) Summary
147. Palustrine Emergent (PEM) Wetland Temporary Impact - 0.018 AC
148. Palustrine Scrub -Shrub (PSS) Temporary Impact - 0.127 AC
149. Palustrine Scrub -Shrub (PSS) Temporary Impact - 0.256 AC
150. Palustrine Scrub -Shrub (PSS) Conversion Impact - 0.384 AC
l
DRAM6Y
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Dramby Environmental Consulting
8801 Fast Park Drive, Suite 30
Raleigh, North Carolina 27612
5605636621
LINE 439 PROJECT
Pitt County, North Carolina
351 McLaws Circle, Suite 3 PRE -CONSTRUCTION NOTIFICATION EXHIBITS
Williamsburg, Virginia 23185
SHEET 59 OF 92
Nationwide Permit
Exhibits
March 11, 2019

(N) Feet
1' 0 100 200
3.8
5605633393
611-91-11*0111
3.9
\------------------------/ \
5605636621
f Project Area
C= _ J Access Road
0 Proposed Maintained
Easement
F--7- J Temporary Workspace
Parcel
• Milepost
PEM Habitat
PFO Habitat
PSS Habitat
C..— PUB
Perennial Stream
Intermittent Stream
— Modified Stream
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® Conversion Impact
® Permanent Impact
® Temporary Impact

r Project Area PEM Habitat ® Conversion Impact
-194 Feet C= Access Road PFO Habitat ® Permanent Impact
0 100 200 0 Proposed Maintained PSS Habitat
p Temporary Impact
Easement r__—..] PUB
L = _ Temporary Workspace i Perennial Stream
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1
Imp # 151
5605763401
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5605750709
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Wetland and Stream Impact (Imp) Summary
151. Palustrine Emergent (PEM) Wetland Temporary Impact - 0.0002 AC

J@ Feet
0 100 200
5605763401
A
A
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\ 560563 1
Imp # 152
— — — — — — — — — — — — — — — — — — — — -
- 14.1
i
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5605864022
Imp # 153 ---�
�_
Wetland and Stream Impact (Imp) Summary
152. Pal ustrine Emergent (PEM) Wetland Temporary Impact - 0.013 AC
153. Pal ustrine Emergent (PEM) Wetland Temporary Impact - 0.023 AC
154. Palustrine Emergent (PEM) Wetland Temporary Impact - 0.019 AC
Dramby Environmental Consulting
8801 Fast Park Drive, Suite 30
Raleigh, North Carolina 27612
351 McLaws Circle, Suite 3
VI7�+ Williamsburg, Virginia 23185
014.2
r Project Area PEM Habitat
1— _ _ J Access Road PFO Habitat
0 Proposed Maintained PSS Habitat
Ali Easement
C..— PUB
1 Temporary Workspace Perennial Stream
Parcel Intermittent Stream
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Imp # 154
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® Conversion Impact
® Permanent Impact
® Temporary Impact
i T :a
5605859806 +`
4
LINE 439 PROJECT
Pitt County, North Carolina
PRE -CONSTRUCTION NOTIFICATION EXHIBITS
014.3
SHEET 62 OF 92
Nationwide Permit
Exhibits
March 11, 2019

1
0
014.3
Feet
100 200
r Project Area
PEM Habitat ® Conversion Impact
Access Road
PFO Habitat ® Permanent Impact
0 Proposed Maintained
PSS Habitat ® Temporary Impact
Easement
E PUB
L — _ 1 Temporary Workspace
Perennial Stream
L=am Parcel
Intermittent Stream
• Milepost
Modified Stream
5605859806 014.4 014.5
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Dramby Environmental Consulting
LINE 439 PROJECT
SHEET 63 OF 92
�' DRAM6Y 8801 Fast Park Drive, Suite 30
... Raleigh, North Carolina 27612
Pitt County, North Carolina
Nationwide Permit
Exhibits
351 McLaws Circle, Suite 3
PRE -CONSTRUCTION NOTIFICATION EXHIBITS
VII�
7�+ Williamsburg, Virginia 23185
March 11, 2019

Project Area
Feet\ �_ _ _ J Access Road
0 100 200 \ \,
0 Proposed Maintained
\\ Easement
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v\ \ • Milepost
\
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014.8
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014.7
5615077846
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® Conversion Impact
® Permanent Impact
® Temporary Impact

Project Area PEM Habitat ® Conversion Impact
I Feet --__J Access Road PFO Habitat ® Permanent Impact
0 100 200 1 Proposed Maintained PSS Habitat
p ®Temporary Impact
Easement r__—..] PUB
Temporary Workspace i Perennial Stream
5605980110 LParcel
Intermittent Stream
• Milepost Modified Stream
•14.9 /
_ - - 5615077846
_ 1 �

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0 100 200
Wetland and Stream Impact (Imp) Summary
155. Palustrine Forested (PFO) Wetland Conversion Impact -
156. Palustrine Forested (PFO) Wetland Conversion Impact -
0.080 AC
0.110 AC
5615095247
15.2,
HDD Site Entry Location
DRAM6Y
—Vhb
Dramby Environmental Consulting
8801 Fast Park Drive, Suite 30
Raleigh, North Carolina 27612
r Project Area
f=—'L j Access Road
0 Proposed Maintained
Easement
1 Temporary Workspace
Parcel
• Milepost
PEM Habitat
PFO Habitat
PSS Habitat
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Modified Stream
® Conversion Impact
® Permanent Impact
® Temporary Impact
V.
5606905206
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LINE 439 PROJECT
Pitt County, North Carolina
5616000978,
i
Imp # 156 .00
351 McLaws Circle, Suite 3 PRE -CONSTRUCTION NOTIFICATION EXHIBITS
Williamsburg, Virginia 23185
SHEET 66 OF 92
Nationwide Permit
Exhibits
March 11, 2019

_@4 Feet
0 100 200
iii -A
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® Conversion Impact
PFO Habitat
® Permanent Impact
PSS Habitat
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PUB
8801 Fast Park Drive, Suite 30
Raleigh, North Carolina 27612
Perennial Stream
Nationwide Permit
Intermittent Stream
Modified Stream
5606913438
_ -
-Imp # 157
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157. Modified Stream Temporary Impact - 3 LF
Dramby Environmental Consulting
LINE 439 PROJECT
SHEET 67 OF 92
DRAM6Y
_...
8801 Fast Park Drive, Suite 30
Raleigh, North Carolina 27612
Pitt County, North Carolina
Nationwide Permit
Exhibits
`, I�
351 McLaws Circle, Suite 3
PRE -CONSTRUCTION NOTIFICATION EXHIBITS
Vhb
Williamsburg, Virginia 23185
March 11, 2019

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Wetland and Stream Impact (Imp) Summary
158. Palustrine Emergent (PEM) Wetland Temporary Impact - 0.025 AC
rte►
5616023130
DRAM6Y
—vhb
Dramby Environmental Consulting
8801 Fast Park Drive, Suite 30
Raleigh, North Carolina 27612
ss Imp -#-158
LINE 439 PROJECT
Pitt County, North Carolina
351 McLaws Circle, Suite 3 PRE -CONSTRUCTION NOTIFICATION EXHIBITS
Williamsburg, Virginia 23185
SHEET 68 OF 92
Nationwide Permit
Exhibits
March 11, 2019

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\-------------------------------------
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Wetland and Stream Impact (Imp) Summary
158. Palustrine Emergent (PEM) Wetland Temporary Impact - 0.025 AC
159. Palustrine Emergent (PEM) Wetland Temporary Impact - 0.017 AC
Y.
y Dramby Environmental Consulting
DRAM6Y 8801 Fast Park Drive, Suite 30
Raleigh, North Carolina 27612
-�'`351 McLaws Circle, Suite 3
b
V,�Williamsburg, Virginia 23185
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Pitt County, North Carolina Nationwide Permit
Exhibits
PRE -CONSTRUCTION NOTIFICATION EXHIBITS
March 11, 2019

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0 Proposed Maintained
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• Milepost
5616050260
PSS Habitat
C..— PUB
Perennial Stream
Intermittent Stream
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Feet
0 100 200
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Imp # 161
i
--------------------------------
/
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Wetland and Stream Impact (Imp) Summary
160. Palustrine Unconsolidated Bottom (PUB) Temporary Impact - 0.061 AC
161. Modified Stream Temporary Impact - 2 LF
4
DRAM6Y
—Vhb
r Project Area PEM Habitat ® Conversion Impact
1— _ _ J Access Road PFO Habitat
® Permanent Impact
D Proposed Maintained PSS Habitat ® Temporary Impact
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E PUB
1 Temporary Workspace Perennial Stream
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5606853908
6.7
Imp # 160
------------------------
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(Temporary)
Dramby Environmental Consulting
8801 Fast Park Drive, Suite 30
Raleigh, North Carolina 27612
LINE 439 PROJECT
Pitt County, North Carolina
351 McLaws Circle, Suite 3 PRE -CONSTRUCTION NOTIFICATION EXHIBITS
Williamsburg, Virginia 23185
5606767335
SHEET 71 OF 92
Nationwide Permit
Exhibits
March 11, 2019

r
FeetI- -------------------------;\
0 100 200
1
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5606767335-
1,1111,
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016.8
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162.
Palustrine Emergent (PEM) Wetland Temporary Impact
163.
Palustrine Forested (PFO) Wetland Temporary Impact
/ 164.
Palustrine Forested (PFO) Wetland Conversion Impact
165.
Palustrine Forested (PFO) Wetland Temporary Impact
/ 166.
Palustrine Forested (PFO) Wetland Temporary Impact
167.
Palustrine Forested (PFO) Wetland Temporary Impact
168.
Palustrine Forested (PFO) Wetland Conversion Impact
5606870069
I
--- -- -------------------'I
---- �� — it
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5606871066
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5606872074
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560686376
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0 Proposed Maintained
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1 Temporary Workspace
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Parcel
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- 0.005 AC \� `
0.007 AC Dramby Environmental Consulting LINE 439 PROJECT SHEET 72 OF 92
0.019 AC DRAM6Y 8801 Fast Park Drive, Suite 30
, North Carolina Nationwide Permit
- 0.016 AC \ 5606866648 ' Raleigh, North Carolina 27612 Pitt County,
AC Exhibits
0.181 AC 6558 �•�`' 351 McLaws Circle, Suite 3 PRE -CONSTRUCTION NOTIFICATION EXHIBITS
0.525 AC VI7`' Williamsburg, Virginia 23185
��, March 11, 2019

r Project Area
Feet f. — J Access Road
0 100 200 0 Proposed Maintained
Easement
1 Temporary Workspace
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• Milepost
Imp # 167
Imp # 166
PEM Habitat
PFO Habitat
PSS Habitat
E___..] PUB
Perennial Stream
Intermittent Stream
Modified Stream
\
5606883301 _ _ Imp # 168
0s
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Gti\ 166.
Palustrine Forested (PFO) Wetland Temporary Impact
167.
Palustrine Forested (PFO) Wetland Temporary Impact
168.
Palustrine Forested (PFO) Wetland Conversion Impact
169.
Modified Stream Temporary Impact - 94 LF
170.
Modified Stream Permanent Impact - 20 LF
171.
Modified Stream Permanent Impact - 58 LF
5( 172.
Modified Stream Permanent Impact - 157 LF
173.
Palustrine Emergent (PEM) Wetland Temporary Impact
174.
Palustrine Emergent (PEM) Wetland Temporary Impact
® Conversion Impact
® Permanent Impact
® Temporary Impact
Imp # 174
V
Imp # 173� / /
/
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X17.2_
-` Ip # 170
- 0.339 AC
- 0.181 AC
0.525 AC
Dramby Environmental Consulting
'' DRAM6Y 8801 Fast Park Drive, Suite 30
Raleigh, North Carolina 27612
0.018 AC 351 McLaws Circle, Suite 3
0.005 AC Vhb Williamsburg, Virginia 23185
5606996453
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LINE 439 PROJECT
Pitt County, North Carolina
PRE -CONSTRUCTION NOTIFICATION EXHIBITS
5606986582
SHEET 73 OF 92
Nationwide Permit
Exhibits
March 11, 2019

I I I I
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N 0 100 200 I I !
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166. Palustrine Forested (PFO) Wetland Temporary Impact
167. Palustrine Forested (PFO) Wetland Temporary Impact
168. Palustrine Forested (PFO) Wetland Conversion Impact
169. Modified Stream Temporary Impact - 94 LF
170. Modified Stream Permanent Impact - 20 LF
171. Modified Stream Permanent Impact - 58 LF
172. Modified Stream Permanent Impact - 157 LF
5606986582
Imp # 171
AR -16
/(P,ermanent)
Project Area
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i===J Access Road
PFO Habitat ® Permanent Impact
0 Proposed Maintained
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_..� PUB
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0.181 AC
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DRAM6Y 8801 Fast Park Drive, Suite 30
Raleigh, North Carolina 27612
lib 351 McLaws Circle, Suite 3
V �J Williamsburg, Virginia 23185
I I
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LINE 439 PROJECT
Pitt County, North Carolina
PRE -CONSTRUCTION NOTIFICATION EXHIBITS
10
! 56160830701!
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SHEET 74 OF 92
Nationwide Permit
Exhibits
March 11, 2019

Feet
0 100 200
/
/
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5606981497
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Imp # 173 i
Imp#1
.mmqmw.�
Imp # 178
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---�i — 66i�---Imp-#-174----------------566453 �---� -
/
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173. Palustrine Emergent (PEM) Wetland Temporary Impact - 0.018 AC
174. Palustrine Emergent (PEM) Wetland Temporary Impact - 0.005 AC
175. Palustrine Scrub -Shrub (PSS) Temporary Impact - 0.007 AC
176. Palustrine Scrub -Shrub (PSS) Conversion Impact - 0.002 AC
177. Palustrine Scrub -Shrub (PSS) Conversion Impact - 0.001 AC
178. Intermittent Stream Temporary Impact - 191 LF
179. Palustrine Scrub -Shrub (PSS) Temporary Impact - 0.004 AC
180. Palustrine Scrub -Shrub (PSS) Temporary Impact - 0.002 AC
181. Palustrine Scrub -Shrub (PSS) Temporary Impact - 0.005 AC
182. Palustrine Scrub -Shrub (PSS) Conversion Impact - 0.012 AC
183. Palustrine Scrub -Shrub (PSS) Temporary Impact - 0.003 AC
184. Palustrine Scrub -Shrub (PSS) Conversion Impact - 0.001 AC Dramby Environmental Consulting
185. Palustrine Scrub -Shrub (PSS) Temporary Impact - 0.005 AC oRAMaY 8801 Fast Park Drive, Suite
Raleigh, North Carolina 276161
2
186. Palustrine Scrub -Shrub (PSS) Conversion Impact - 0.01 AC
187. Palustrine Scrub -Shrub (PSS) Temporary Impact - 0.003 AC�"��'% 351 McLaws Circle, Suite 3
188. Palustrine Scrub -Shrub (PSS) Conversion Impact - 0.004 AC - VI7� Williamsburg, Virginia 23185
r Project Area
f===J Access Road
0 Proposed Maintained
Easement
1 Temporary Workspace
Parcel
• Milepost
— —Imp -
Im
PEM Habitat
® Conversion Impact
PFO Habitat
® Permanent Impact
PSS Habitat
® Temporary Impact
[___..I PUB
Perennial Stream
Intermittent Stream
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Imp
Imp # 186 Imp # 188
Imp.# 185 ------- Jim ��
mp # 183
5607905710
LINE 439 PROJECT
Pitt County, North Carolina
PRE -CONSTRUCTION NOTIFICATION EXHIBITS
SHEET 75 OF 92
Nationwide Permit
Exhibits
March 11, 2019

100
Im
=1 Feet
200
L
r Project Area
r— _ _ J Access Road
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Easement
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\
\ \ \ I Z# 1189
\ \ \ 560790571 i 017.8
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017:7\
Wetland and Stream Impact (Imp) Summary
188.
Palustrine Scrub -Shrub (PSS) Conversion Impact - 0.004 AC
189.
Palustrine Forested (PFO) Wetland Conversion Impact
- 0.014 AC
190.
Palustrine Forested (PFO) Wetland Temporary Impact -
0.007 AC
191.
Perennial Stream (Mill Branch) Temporary Impact - 55
LF
192.
Palustrine Forested (PFO) Wetland Temporary Impact -
0.016 AC
193.
Palustrine Forested (PFO) Wetland Conversion Impact
- 0.024 AC
194.
Palustrine Forested (PFO) Wetland Conversion Impact
- 0.018 AC
195.
Palustrine Forested (PFO) Wetland Temporary Impact -
0.012 AC
196.
Perennial Stream Temporary Impact - 52 LF
197.
Palustrine Forested (PFO) Wetland Conversion Impact
- 0.029 AC
198.
Palustrine Forested (PFO) Wetland Temporary Impact -
0.018 AC
DRAM6Y
—Vhb
Dramby Environmental Consulting
8801 Fast Park Drive, Suite 30
Raleigh, North Carolina 27612
PEM Habitat
PFO Habitat
PSS Habitat
C..— PUB
— Perennial Stream
Intermittent Stream
Modified Stream
# 196,,
/'Imp
Imp # 19.4;
Imb�#/195,
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47819284
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® Permanent Impact
® Temporary Impact
7
"'Imp # 197 \\\\
617.9 \ \
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Imp # 198
=Imp # 192
i
LINE 439 PROJECT
Pitt County, North Carolina
i
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0
i
5607816455 MM
441
/ A
351 McLaws Circle, Suite 3 PRE -CONSTRUCTION NOTIFICATION EXHIBITS
Williamsburg, Virginia 23185
SHEET 76 OF 92
Nationwide Permit
Exhibits
March 11, 2019

195,
�mp�# 1
100
m Z#y1E9
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1[i;i; vL. :
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200
0 Proposed Maintained
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Temporary Workspace
Perennial Stream
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Wetland
and Stream Impact (Imp) Summary
�s
194.
i
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® Conversion Impact
® Permanent Impact
® Temporary Impact
\ 507827066
. a ustrme mergent ( ) et an emporary mpact - 5607920197
Imp # 201
Dramby Environmental Consulting
ev 8801 Fast Park Drive, Suite 30
Raleigh, North Carolina 27612
��,I,1_ 351 McLaws Circle, Suite 3
V u Williamsburg, Virginia 23185
.�561
5607718731
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/ Imp # 204
Imp # 202 �
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LINE 439 PROJECT
Pitt County, North Carolina
5Fi6=269
\
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' \ 5607729621
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R 17-18'
PRE -CONSTRUCTION NOTIFICATION EXHIBITS
SHEET 77 OF 92
Nationwide Permit
Exhibits
March 11, 2019
i
\
5607816455
i
Wetland
and Stream Impact (Imp) Summary
�s
194.
Palustrine Forested (PFO) Wetland Conversion Impact - 0.018 AC
\
195.
Palustrine Forested (PFO) Wetland Temporary Impact - 0.012 AC
\\
196.
Perennial Stream Temporary Impact - 52 LF
197.
Palustrine Forested (PFO) Wetland Conversion Impact - 0.029 AC
198.
Palustrine Forested (PFO) Wetland Temporary Impact - 0.018 AC
199.
Palustrine Scrub -Shrub (PSS) Temporary Impact - 0.094 AC
200.
Palustrine Scrub -Shrub (PSS) Conversion Impact - 0.287 AC
201.
Palustrine Scrub -Shrub (PSS) Temporary Impact - 0.111 AC
202.
Palustrine Emergent (PEM) Wetland Temporary Impact - 0.004 AC
203.
Palustrine Scrub -Shrub (PSS) Temporary Impact - 0.044 AC
204.
Palustrine Emergent (PEM) Wetland Temporary Impact - 0.001 AC
205.
Palustrine Emergent (PEM) Wetland Temporary Impact - 0.019 AC
i
206.
Palustrine Emergent (PEM) Wetland Temporary Impact - 0.009 AC
207.
Palustrine Forested (PFO) Wetland Temporary Impact - 0.011 AC
208
P IE PEM W 1 d T I 0 02 AC
r,ANA9 A40
ly
® Conversion Impact
® Permanent Impact
® Temporary Impact
\ 507827066
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Imp # 201
Dramby Environmental Consulting
ev 8801 Fast Park Drive, Suite 30
Raleigh, North Carolina 27612
��,I,1_ 351 McLaws Circle, Suite 3
V u Williamsburg, Virginia 23185
.�561
5607718731
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/
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Imp # 205
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/ Imp # 204
Imp # 202 �
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LINE 439 PROJECT
Pitt County, North Carolina
5Fi6=269
\
\
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' \ 5607729621
v 5607821538
R 17-18'
PRE -CONSTRUCTION NOTIFICATION EXHIBITS
SHEET 77 OF 92
Nationwide Permit
Exhibits
March 11, 2019

�r
100
,
Z1 Feet
200 R'
-------------------------
5607729953
AR -18
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5§07831076
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5607822819
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---------------
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Wetland and Stream Impact (Imp) Summary
207. Palustrine Forested (PFO) Wetland Temporary Impact - 0.011 AC
208. Palustrine Emergent (PEM) Wetland Temporary Impact - 0.02 AC
209. Palustrine Emergent (PEM) Wetland Temporary Impact - 0.053 AC
210. Palustrine Emergent (PEM) Wetland Temporary Impact - 0.008 AC
,a F+ iiia \ __-
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DRAM6Y 8801 Fast Park Drive, Suite 30
_� MLL7 Raleigh, North Carolina 27612
—�vl,l_ 351 McLaws Circle, Suite 3
�J Williamsburg, Virginia 23185
Rd (SR -1629)
r Project Area
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Easement
F Temporary Workspace
Parcel
Milepost
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56078 8 62 IL
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LINE 439 PROJECT
Pitt County, North Carolina
i
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56 28412 i
5 , r
/
PRE -CONSTRUCTION NOTIFICATION EXHIBITS
56C
1ft
56w
SHEET 78 OF 92
Nationwide Permit
Exhibits
March 11, 2019
PEM Habitat
® Conversion Impact
PFO Habitat
® Permanent Impact
PSS Habitat
® Temporary Impact
]
PUB
Perennial Stream
Intermittent Stream
Modified Stream
------------------------k- ------------
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LINE 439 PROJECT
Pitt County, North Carolina
i
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56 28412 i
5 , r
/
PRE -CONSTRUCTION NOTIFICATION EXHIBITS
56C
1ft
56w
SHEET 78 OF 92
Nationwide Permit
Exhibits
March 11, 2019

�v r Project Area PEM Habitat ® Conversion Impact
Feet�_ _ _ J Access Road PFO Habitat
0 100 200 /% ��,� ® Permanent Impact
Proposed
ropo dMaintained PSS Habitat ® Temporary Impact
Ea
sement
E" .. PUB
F-7 1 Temporary Workspace Perennial Stream
. vv 5607713776 Parcel /! ��, � Intermittent Stream
�� • Milepost Modified Stream
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— — —
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5607731749
---- ------------------------------ --------------- -----------
X18.3 018.4
Imp # 210
Imp #/211
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
AR -1 8' -,'
(Temporary)
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5607821538`�'�V (Permanent)
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Wetland and Stream Impact (Imp) Summary i
. Dramby Environmental Consulting
207. Palustrine Forested (PFO) Wetland Temporary Impact - 0.011 AC DRAM6Y 8801 Fast Park Drive, Suite 30
208. Palustrine Emergent (PEM) Wetland Temporary Impact - 0.02 AC, , Raleigh, North Carolina 27612
209. Palustrine Emergent (PEM) Wetland Temporary Impact - 0.053 AC 5607831076
..,.�I�b
210. Palustrine Emergent (PEM) Wetland Temporary Impact - 0.008 AC � 351 McLaws Circle, Suite 3
211. Palustrine Emergent (PEM) Wetland Temporary Impact - 0.003 AC Williamsburg, Virginia 23185
5607736820
LINE 439 PROJECT
Pitt County, North Carolina
PRE -CONSTRUCTION NOTIFICATION EXHIBITS
SHEET 79 OF 92
Nationwide Permit
Exhibits
March 11, 2019

r Project Area PEM Habitat ® Conversion Impact
Feet f -7Z J Access Road PFO Habitat ® Permanent Impact
0 100 200
Proposed Maintained PSS Habitat ®Temporary Impact
Easement
E PUB
L — _ 1 Temporary Workspace Perennial Stream
�� Parcel Intermittent Stream
S60761,igns • Milepost Modified Stream
---------------------- - — - — - — - — - — - — - — - — - — - — -
Imp #211 j*18
ooMDRaT
J
---- -
Wetland and Stream Impact (Imp) Summary
211. Palustrine Emergent (PEM) Wetland Temporary Impact - 0.003 AC 1
212. Palustrine Forested (PFO) Wetland Conversion Impact - 0.45 AC ,
DRAM6Y
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Imp # 212
i
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5607731749
Dramby Environmental Consulting
8801 Fast Park Drive, Suite 30
Raleigh, North Carolina 27612
FAI
14 f rr
LINE 439 PROJECT
Pitt County, North Carolina
351 McLaws Circle, Suite 3 PRE -CONSTRUCTION NOTIFICATION EXHIBITS
Williamsburg, Virginia 23185
018.7
SHEET 80 OF 92
Nationwide Permit
Exhibits
March 11, 2019

MAP. r Project Area
Feet 117_ — — J Access Road
0 100 200 0 Proposed Maintained
. Easement
t = 1 Temporary Workspace
Parcel
• Milepost
5607866070
PEM Habitat
PFO Habitat
PSS Habitat
[___..-1 PUB
Perennial Stream
Intermittent Stream
Modified Stream
® Conversion Impact
® Permanent Impact
® Temporary Impact
AR -22 /
,( Permanent)
AR -19
�mporary)
/ .19.2 /
/ 886517
............
Imp # 215
/-------------
I /
/
L /
HDD Site Exit Location
Dramb Environmental Consulting
y g
LINE 439 PROJECT
SHEET 82 OF 92
DRAM6Y 8801 Fast Park Drive, Suite 30
_... Raleigh, North Carolina 27612
Pitt County, North Carolina
Nationwide Permit
Exhibits
Wetland and Stream Impact (Imp)Summary1_
351McLawsCircle,Suite3
,I�
PRE -CONSTRUCTION NOTIFICATION EXHIBITS
215. Palustrine Forested (PFO) Wetland Conversion Impact - 0.770 AC
,,,,
V V Williamsburg, Virginia 23185
March 11, 2019

Feet qR 22 _
0 100 200 (Permanent)
/
/
/
/
/ AR -19
Imp # 220
193
*19.4
_ Imp#221------------------------\ 5607586918 // 3
Imp # 222
\------�/ \
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1
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9.5
i
(Temporary) AR -20
/ (Temporary)
Jim
I
---------------------- - ------------ ---------------------- ---------------- _e - --------
/ / I
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Imp # 219
-- -------------------------------------------------��
Imp#216Imp#218
Imp # 217
5607886517
r Project Area
Access Road
Proposed Maintained
Easement
PEM Habitat
PFO Habitat
PSS Habitat
C..— PUB
Perennial Stream
Intermittent Stream
Modified Stream
® Conversion Impact
® Permanent Impact
® Temporary Impact
F__7_ J Temporary Workspace
L=--::] Parcel
• Milepost
Wetland and Stream Impact (Imp) Summary
216.
Palustrine Emergent (PEM) Wetland Temporary Impact
- 0.022 AC
217.
Palustrine Emergent (PEM) Wetland Temporary Impact
- 0.05 AC
Environmental tin
DraY g
LINE 439 PROJECT
218.
Palustrine Emergent (PEM) Wetland Temporary Impact
- 0.02 AC
DRAM6Y
30
8801 Fast Park Drive, Suite 30
8801 F Suite
219.
Modified Stream Temporary Impact - 50 LF
_...
Raleigh, North Carolina 27612
Pitt County, North Carolina
220.
Palustrine Forested (PFO) Wetland Permanent Impact
- 0.064 AC
221.
Palustrine Forested (PFO)Wetland Conversion Impact
- 0.174 AC
� 351 McLaws Circle, Suite 3
�•V I7�
`,
PRE -CONSTRUCTION NOTIFICATI(
222.
Palustrine Forested (PFO) Wetland Temporary Impact -
0.046 AC
Williamsburg, Virginia 23185
PEM Habitat
PFO Habitat
PSS Habitat
C..— PUB
Perennial Stream
Intermittent Stream
Modified Stream
® Conversion Impact
® Permanent Impact
® Temporary Impact

�—
z 0 100 200eet AR -22
(Permanent)
X19.6 ----- —/
------------------ (Permanent)
AR -21
(Temporary)
------------------------------------------------------------------------------
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# 5608608466
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— — — — — — — — — — — — — — — — — — — — — — — —�
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r Project Area PEM Habitat ® Conversion Impact
rZZZJ Access Road PFO Habitat ® Permanent Impact
5607886 F— Proposed
ropoEaseeddtMaintained PSS Habitat ® Temporary Impact
C..— PUB
L _ Temporary Workspace Perennial Stream
Parcel Intermittent Stream
• Milepost Modified Stream

i iav_imu_vz.inaa
Feet
N 0 100 200
LAI
4
AN
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—y T+ 1
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Pactolus Hwy (US -264)
Laydown Yard
(16.2.2"Ac)

Impact #
Impact Type
Acres - Lin. Ft.
Impact #
Impact Type
Acres - Lin. Ft.
Impact #
Impact Type
Acres - Lin. Ft.
1
Palustrine Scrub -Shrub (PSS) Temporary Impact
0.019 AC
31
Palustrine Unconsolidated Bottom (PUB) Temporary Impact
0.098 AC
61
Palustrine Emergent (PEM) Wetland Temporary Impact
0.0002 AC
2
Palustrine Scrub -Shrub (PSS) Conversion Impact
0.021 AC
32
Palustrine Forested (PFO) Wetland Temporary Impact
0.033 AC
62
Palustrine Emergent (PEM) Wetland Temporary Impact
0.0002 AC
3
Palustrine Scrub -Shrub (PSS) Temporary Impact
0.013 AC
33
Palustrine Emergent (PEM) Wetland Temporary Impact
4.201 AC
63
Palustrine Emergent (PEM) Wetland Temporary Impact
0.0001 AC
4
Palustrine Scrub -Shrub (PSS) Temporary Impact
0.020 AC
34
Palustrine Emergent (PEM) Wetland Temporary Impact
0.012 AC
64
Palustrine Emergent (PEM) Wetland Temporary Impact
0.024 AC
5
Palustrine Scrub -Shrub (PSS) Conversion Impact
0.016 AC
35
Palustrine Emergent (PEM) Wetland Temporary Impact
0.007 AC
65
Palustrine Emergent (PEM) Wetland Temporary Impact
0.023 AC
6
Palustrine Scrub -Shrub (PSS) Temporary Impact
0.008 AC
36
Palustrine Forested (PFO) Wetland Temporary Impact
0.089 AC
66
Modified Stream Temporary Impact
113 LF
7
Intermittent Stream Temporary Impact
110 LF
37
Palustrine Forested (PFO) Wetland Conversion Impact
0.862 AC
67
Palustrine Emergent (PEM) Wetland Temporary Impact
0.002 AC
8
Palustrine Emergent (PEM) Wetland Temporary Impact
0.301 AC
38
Palustrine Forested (PFO) Wetland Temporary Impact
1 AC
68
Palustrine Emergent (PEM) Wetland Temporary Impact
0.0001 AC
9
Palustrine Emergent (PEM) Wetland Temporary Impact
0.022 AC
39
Palustrine Forested (PFO) Wetland Temporary Impact
0.654 AC
69
Palustrine Emergent (PEM) Wetland Temporary Impact
0.004 AC
10
Palustrine Emergent (PEM) Wetland Temporary Impact
0.032 AC
40
Palustrine Forested (PFO) Wetland Temporary Impact
0.671 AC
70
Palustrine Emergent (PEM) Wetland Temporary Impact
0.073 AC
11
Palustrine Forested (PFO) Wetland Temporary Impact
0.308 AC
41
Palustrine Forested (PFO) Wetland Conversion Impact
1.804 AC
71
Perennial Stream Temporary Impact
62 LF
12
Palustrine Forested (PFO) Wetland Conversion Impact
0.430 AC
42
Palustrine Forested (PFO) Wetland Temporary Impact
0.539 AC
72
Palustrine Scrub -Shrub (PSS) Temporary Impact
0.003 AC
13
Palustrine Forested (PFO) Wetland Temporary Impact
0.131 AC
43
Palustrine Forested (PFO) Wetland Temporary Impact
0.212 AC
73
Palustrine Scrub -Shrub (PSS) Conversion Impact
0.010 AC
14
Palustrine Emergent (PEM) Wetland Temporary Impact
0.004 AC
44
Modified Stream Temporary Impact
130 LF
74
Modified Stream Temporary Impact
72 LF
15
Palustrine Emergent (PEM) Wetland Temporary Impact
0.015 AC
45
Palustrine Emergent (PEM) Wetland Temporary Impact
0.009 AC
75
Modified Stream Temporary Impact
61 LF
16
Palustrine Forested (PFO) Wetland Temporary Impact
0.198 AC
46
Palustrine Emergent (PEM) Wetland Temporary Impact
0.011 AC
76
Palustrine Scrub -Shrub (PSS) Temporary Impact
0.010 AC
17
Palustrine Forested (PFO) Wetland Conversion Impact
0.450 AC
47
Palustrine Emergent (PEM) Wetland Temporary Impact
0.028 AC
77
Palustrine Scrub -Shrub (PSS) Temporary Impact
0.026 AC
18
Palustrine Forested (PFO) Wetland Temporary Impact
0.006 AC
48
Palustrine Forested (PFO) Wetland Conversion Impact
0.046 AC
78
Palustrine Scrub -Shrub (PSS) Conversion Impact
0.082 AC
19
Palustrine Forested (PFO) Wetland Temporary Impact
0.141 AC
49
Palustrine Forested (PFO) Wetland Temporary Impact
0.073 AC
79
Palustrine Scrub -Shrub (PSS) Temporary Impact
0.064 AC
20
Palustrine Emergent (PEM) Wetland Temporary
0.002 AC
50
Perennial Stream (Horsepen Swamp) Temporary Impact
130 LF
80
Palustrine Scrub -Shrub (PSS) Temporary Impact
0.004 AC
21
Palustrine Emergent (PEM) Wetland Temporary Impact
0.008 AC
51
Palustrine Emergent (PEM) Wetland Temporary Impact
0.013 AC
81
Palustrine Forested (PFO) Wetland Temporary Impact
0.044 AC
22
Palustrine Emergent (PEM) Wetland Permanent Impact
0.001 AC
52
Palustrine Emergent (PEM) Wetland Temporary Impact
0.015 AC
82
Palustrine Forested (PFO) Wetland Conversion Impact
0.112 AC
23
Palustrine Emergent (PEM) Wetland Temporary Impact
0.001 AC
53
Palustrine Emergent (PEM) Wetland Temporary Impact
0.009 AC
83
Palustrine Forested (PFO) Wetland Temporary Impact
0.064 AC
24
Modified Stream Temporary Impact
60 LF
54
Palustrine Forested (PFO) Wetland Temporary Impact
0.323 AC
84
Modified Stream Temporary Impact
71 LF
25
Palustrine Emergent (PEM) Wetland Temporary Impact
0.003 AC
55
Palustrine Forested (PFO) Wetland Temporary Impact
0.234 AC
85
Modified Stream Temporary Impact
96 LF
26
Palustrine Emergent (PEM) Wetland Temporary Impact
0.005 AC
56
Palustrine Forested (PFO) Wetland Conversion Impact
0.725 AC
86
Palustrine Emergent (PEM) Wetland Temporary Impact
0.017 AC
27
Palustrine Emergent (PEM) Wetland Temporary Impact
0.340 AC
57
Palustrine Forested (PFO) Wetland Conversion Impact
0.388 AC
87
Modified Stream Temporary Impact
373 LF
28
Palustrine Forested (PFO) Wetland Conversion Impact
0.008 AC
58
Palustrine Emergent (PEM) Wetland Temporary Impact
0.004 AC
88
Palustrine Forested (PFO) Wetland Temporary Impact
0.289 AC
29
Palustrine Forested (PFO) Wetland Temporary Impact
0.031 AC
59
Palustrine Emergent (PEM) Wetland Temporary Impact
0.062 AC
89
Palustrine Forested (PFO) Wetland Conversion Impact
0.413 AC
30
Palustrine Forested (PFO) Wetland Conversion Impact
0.001 AC
60
Palustrine Emergent (PEM) Wetland Temporary Impact
0.009 AC
90
Palustrine Forested (PFO) Wetland Temporary Impact
0.131 AC

Impact #
Impact Type
Acres - Lin. Ft.
Impact #
Impact Type
Acres - Lin. Ft.
Impact #
Impact Type
Acres - Lin. Ft.
91
Palustrine Forested (PFO) Wetland Temporary Impact
0.039 AC
121
Modified Stream Temporary Impact
635 LF
151
Palustrine Emergent (PEM) Wetland Temporary Impact
0.0002 AC
92
Palustrine Forested (PFO) Wetland Conversion Impact
0.068 AC
122
Palustrine Forested (PFO) Wetland Temporary Impact
0.0001 AC
152
Palustrine Emergent (PEM) Wetland Temporary Impact
0.013 AC
93
Palustrine Forested (PFO) Wetland Temporary Impact
0.005 AC
123
Modified Stream Temporary Impact
205 LF
153
Palustrine Emergent (PEM) Wetland Temporary Impact
0.023 AC
94
Modified Stream Temporary Impact
199 LF
124
Modified Stream Temporary Impact
72 LF
154
Palustrine Emergent (PEM) Wetland Temporary Impact
0.019 AC
95
Modified Stream Temporary Impact
82 LF
125
Palustrine Forested (PFO) Wetland Temporary Impact
0.002 AC
155
Palustrine Forested (PFO) Wetland Conversion Impact
0.080 AC
96
Palustrine Emergent (PEM) Wetland Temporary Impact
0.024 AC
126
Palustrine Forested (PFO) Wetland Conversion Impact
0.364 AC
156
Palustrine Forested (PFO) Wetland Conversion Impact
0.110 AC
97
Palustrine Forested (PFO) Wetland Conversion Impact
0.127 AC
127
Palustrine Forested (PFO) Wetland Temporary Impact
0.336 AC
157
Modified Stream Temporary Impact
3 LF
98
Palustrine Forested (PFO) Wetland Temporary Impact
0.002 AC
128
Palustrine Forested (PFO) Wetland Temporary Impact
0.059 AC
158
Palustrine Emergent (PEM) Wetland Temporary Impact
0.025 AC
99
Palustrine Forested (PFO) Wetland Temporary Impact
0.001 AC
129
Palustrine Forested (PFO) Wetland Conversion Impact
0.208 AC
159
Palustrine Emergent (PEM) Wetland Temporary Impact
0.017 AC
100
Modified Stream Temporary Impact
19 LF
130
Palustrine Forested (PFO) Wetland Temporary Impact
0.150 AC
160
Palustrine Unconsolidated Bottom (PUB) Temporary Impact
0.061 AC
101
Modified Stream Temporary Impact
7 LF
131
Palustrine Forested (PFO) Wetland Temporary Impact
0.252 AC
161
Modified Stream Temporary Impact
2 LF
102
Palustrine Forested (PFO) Wetland Conversion Impact
0.568 AC
132
Palustrine Forested (PFO) Wetland Conversion Impact
0.722 AC
162
Palustrine Emergent (PEM) Wetland Temporary Impact
0.005 AC
103
Palustrine Forested (PFO) Wetland Temporary Impact
0.190 AC
133
Palustrine Forested (PFO) Wetland Temporary Impact
0.043 AC
163
Palustrine Forested (PFO) Wetland Temporary Impact
0.007 AC
104
Palustrine Forested (PFO) Wetland Temporary Impact
0.283 AC
134
Palustrine Forested (PFO) Wetland Temporary Impact
0.397 AC
164
Palustrine Forested (PFO) Wetland Conversion Impact
0.019 AC
105
Palustrine Forested (PFO) Wetland Temporary Impact
0.104 AC
135
Modified Stream Temporary Impact
1265 LF
165
Palustrine Forested (PFO) Wetland Temporary Impact
0.016 AC
106
Palustrine Forested (PFO) Wetland Conversion Impact
0.310 AC
136
Modified Stream Temporary Impact
457 LF
166
Palustrine Forested (PFO) Wetland Temporary Impact
0.339 AC
107
Palustrine Forested (PFO) Wetland Temporary Impact
0.206 AC
137
Modified Stream Temporary Impact
702 LF
167
Palustrine Forested (PFO) Wetland Temporary Impact
0.181 AC
108
Palustrine Emergent (PEM) Wetland Temporary Impact
0.234 AC
138
Palustrine Emergent (PEM) Wetland Temporary Impact
0.048 AC
168
Palustrine Forested (PFO) Wetland Conversion Impact
0.525 AC
109
Palustrine Emergent (PEM) Wetland Temporary Impact
0.022 AC
139
Palustrine Forested (PFO) Wetland Temporary Impact
0.561 AC
169
Modified Stream Temporary Impact
94 LF
110
Palustrine Emergent (PEM) Wetland Temporary Impact
0.333 AC
140
Palustrine Forested (PFO) Wetland Conversion Impact
0.583 AC
170
Modified Stream Permanent Impact
20 LF
111
Palustrine Scrub -Shrub (PSS) Temporary Impact
0.002 AC
141
Palustrine Forested (PFO) Wetland Temporary Impact
0.265 AC
171
Modified Stream Permanent Impact
58 LF
112
Palustrine Scrub -Shrub (PSS) Conversion Impact
0.008 AC
142
Palustrine Emergent (PEM) Wetland Temporary Impact
0.001 AC
172
Modified Stream Permanent Impact
157 LF
113
Palustrine Scrub -Shrub (PSS) Temporary Impact
0.010 AC
143
Palustrine Emergent (PEM) Wetland Temporary Impact
0.127 AC
173
Palustrine Emergent (PEM) Wetland Temporary Impact
0.018 AC
114
Palustrine Emergent (PEM) Wetland Temporary Impact
0.002 AC
144
Palustrine Emergent (PEM) Wetland Temporary Impact
0.003 AC
174
Palustrine Emergent (PEM) Wetland Temporary Impact
0.005 AC
115
Palustrine Emergent (PEM) Wetland Temporary Impact
0.002 AC
145
Palustrine Emergent (PEM) Wetland Temporary Impact
0.010 AC
175
Palustrine Scrub -Shrub (PSS) Temporary Impact
0.007 AC
116
Palustrine Emergent (PEM) Wetland Temporary Impact
0.004 AC
146
Modified Stream Temporary Impact
110 LF
176
Palustrine Scrub -Shrub (PSS) Conversion Impact
0.002 AC
117
Palustrine Emergent (PEM) Wetland Temporary Impact
0.111 AC
147
Palustrine Emergent (PEM) Wetland Temporary Impact
0.018 AC
177
Palustrine Scrub -Shrub (PSS) Conversion Impact
0.001 AC
118
Palustrine Forested (PFO) Wetland Temporary Impact
0.794 AC
148
Palustrine Scrub -Shrub (PSS) Temporary Impact
0.127 AC
178
Intermittent Stream Temporary Impact
191 LF
119
Palustrine Forested (PFO) Wetland Conversion Impact
2.361 AC
149
Palustrine Scrub -Shrub (PSS) Temporary Impact
0.256 AC
179
Palustrine Scrub -Shrub (PSS) Temporary Impact
0.004 AC
120
Palustrine Forested (PFO) Wetland Temporary Impact
1.619 AC
150
Palustrine Scrub -Shrub (PSS) Conversion Impact
0.384 AC
180
Palustrine Scrub -Shrub (PSS) Temporary Impact
0.002 AC

Impact #
Impact Type
Acres - Lin. Ft.
Impact #
Impact Type
Acres - Lin. Ft.
181
Palustrine Scrub -Shrub (PSS) Temporary Impact
0.005 AC
207
Palustrine Forested (PFO) Wetland Temporary Impact
0.011 AC
182
Palustrine Scrub -Shrub (PSS) Conversion Impact
0.012 AC
208
Palustrine Emergent (PEM) Wetland Temporary Impact
0.020 AC
183
Palustrine Scrub -Shrub (PSS) Temporary Impact
0.003 AC
209
Palustrine Emergent (PEM) Wetland Temporary Impact
0.053 AC
184
Palustrine Scrub -Shrub (PSS) Conversion Impact
0.001 AC
210
Palustrine Emergent (PEM) Wetland Temporary Impact
0.008 AC
185
Palustrine Scrub -Shrub (PSS) Temporary Impact
0.005 AC
211
Palustrine Emergent (PEM) Wetland Temporary Impact
0.003 AC
186
Palustrine Scrub -Shrub (PSS) Conversion Impact
0.010 AC
212
Palustrine Forested (PFO) Wetland Conversion Impact
0.450 AC
187
Palustrine Scrub -Shrub (PSS) Temporary Impact
0.003 AC
213
Palustrine Forested (PFO) Wetland Conversion Impact
0.072 AC
188
Palustrine Scrub -Shrub (PSS) Conversion Impact
0.004 AC
214
Palustrine Forested (PFO) Wetland Conversion Impact
0.066 AC
189
Palustrine Forested (PFO) Wetland Conversion Impact
0.014 AC
215
Palustrine Forested (PFO) Wetland Conversion Impact
0.770 AC
190
Palustrine Forested (PFO) Wetland Temporary Impact
0.007 AC
216
Palustrine Emergent (PEM) Wetland Temporary Impact
0.022 AC
191
Perennial Stream (Mill Branch) Temporary Impact
55 LF
217
Palustrine Emergent (PEM) Wetland Temporary Impact
0.050 AC
192
Palustrine Forested (PFO) Wetland Temporary Impact
0.016 AC
218
Palustrine Emergent (PEM) Wetland Temporary Impact
0.020 AC
193
Palustrine Forested (PFO) Wetland Conversion Impact
0.024 AC
219
Modified Stream Temporary Impact
51 LF
194
Palustrine Forested (PFO) Wetland Conversion Impact
0.018 AC
220
Palustrine Forested (PFO) Wetland Permanent Impact
0.064 AC
195
Palustrine Forested (PFO) Wetland Temporary Impact
0.012 AC
221
Palustrine Forested (PFO) Wetland Conversion Impact
0.174 AC
196
Perennial Stream Temporary Impact
52 LF
222
Palustrine Forested (PFO) Wetland Temporary Impact
0.046 AC
197
Palustrine Forested (PFO) Wetland Conversion Impact
0.029 AC
198
Palustrine Forested (PFO) Wetland Temporary Impact
0.018 AC
199
Palustrine Scrub -Shrub (PSS) Temporary Impact
0.094 AC
200
Palustrine Scrub -Shrub (PSS) Conversion Impact
0.287 AC
201
Palustrine Scrub -Shrub (PSS) Temporary Impact
0.111 AC
202
Palustrine Emergent (PEM) Wetland Temporary Impact
0.004 AC
203
Palustrine Scrub -Shrub (PSS) Temporary Impact
0.044 AC
204
Palustrine Emergent (PEM) Wetland Temporary Impact
0.001 AC
205
Palustrine Emergent (PEM) Wetland Temporary Impact
0.019 AC
206
Palustrine Emergent (PEM) Wetland Temporary Impact
0.009 AC

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TYPICAL SITE ACCESS ROAD WITH CULVERT INSTALLATION
Dramby Environmental Consulting
DRAM6Y 8801 Fast Park Drive, Suite 30
Raleigh, North Carolina 27612
—�VI,1_ 351 McLaws Circle, Suite 3
V Williamsburg, Virginia 23185
LINE 439 PROJECT
Pitt County, North Carolina
PRE -CONSTRUCTION NOTIFICATION EXHIBITS
SHEET 92 OF 92
Typical Details - 4
March 11, 2019
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NOTE: MATTING WILL BE USED FOR TEMPORARY
ACCESS ROADS WHERE TEMPORARY
DISTURBANCES TO WETLANDS WILL OCCUR.
TYPICAL SITE ACCESS ROAD WITH CULVERT INSTALLATION
Dramby Environmental Consulting
DRAM6Y 8801 Fast Park Drive, Suite 30
Raleigh, North Carolina 27612
—�VI,1_ 351 McLaws Circle, Suite 3
V Williamsburg, Virginia 23185
LINE 439 PROJECT
Pitt County, North Carolina
PRE -CONSTRUCTION NOTIFICATION EXHIBITS
SHEET 92 OF 92
Typical Details - 4
March 11, 2019