Spirit Communications

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GENERAPERMIT Previous permit#
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and the Coastal Resources Commission in an area of environmental concern pursuant to 15A NCAC ' / v
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November 22, 2018
Mr. James Ryan Davenport
NDEQ Divison of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
252-808-2808
[e-mail]
RE: Jacksonville Fiber OSP Project
Spirit Communications
Request for GP.1600
Jacksonville, Onslow County, North Carolina
Dear Mr. Davenport:
On behalf of Spirit Communications, LLC (Applicant) Advantage Engineers, LLC (Advantage) is
requesting a Department of the Army Nationwide Permit No.12 for Utility Line Activities (NWP-12)
from the U.S. Army Corps of Engineers (Corps) Wilmington District to install fiber optic cable in
Jacksonville, Onslow County, North Carolina through "Waters of the U.S." (WOUS) including tidal
wetlands and Navigable Waters under Section 10 of the Rivers and Harbors Act.
While WOUS will be affected by the proposed project, no clearing or grubbing of wetland
vegetation or earth disturbance is proposed within WOOS, due to the project implementing
construction techniques such as directional drilling or avoidance measures. The documentation
provided to you electronically serves as the GP.1600 application which includes the following:
• Appendix A: Project Purpose, Description and Compliance Statement
• Appendix B: Construction Drawings and Erosion Control Plan
• Appendix C: Wetland/Waters Delineation Report
• Appendix D: Proof of Contiguous Property Owner Notification
Also enclosed, please find a check made out to the North Carolina Department of Environmental
Quality in the amount of $400 of the required permit fee.
If you have any questions or require additional information, please call Leeron Tagger at (856)
231-0800, extension 02. Thank you for your assistance in obtaining approval for the proposed
Jacksonville Fiber OSP Project.
Very truly yours,
ADVANTAGE ENGINEERS, LLC
Leeron Tagger
Senior Wetland Ecologist
1�i

Enclosures: Appendix A: Project Purpose, Description and Compliance
Appendix B: Construction Drawings and Erosion Control Plan
Appendix C: Wetland/Waters Delineation Report
Appendix D: Proof of Contiguous Property Owner Notification

Appendix A
PROJECT PURPOSE, DESCRIPTION AND COMPLIANCE STATEMENT
Jacksonville Fiber OSP Project
1.0 Proiect Purpose and Description
Spirit Communications, LLC (Spirit) is proposing the installation of approximately ± 45-miles of new
fiber optics lines within conduits and associated hand holes in order to provide better and more
reliable service to the surrounding community. The project will provide significant new broadcast
infrastructure into Jacksonville without the aesthetic impacts associated with a traditional overhead
transmission project. The fiber optics lines will be installed using horizontal directional drilling (HDD)
methods when proposed below the ground surface and when necessary, routed above ground
utilizing existing above ground structures; hand holes will also be installed, positioned at intervals
along the route. The proposed fiber optic route will be located in state and county right-of-ways
(ROW) and will consist of 18 crossings over 13 Waters of the Unites States (WOUS), including
tidally influenced wetlands and Section 10 Navigable Waters, where shown in the enclosed
drawings provided as Appendix B. Refer to Table 1 below fora list of crossings and their locations.
Table 1: Proposed Fiber Optic Route Crossings
Name of WOUS
Crossing Latitude
Crossing Longitude
New River
34.7516310
-77.4342370
Sandy Run Branch
34.7625330
-77.4013280
Scales Creek
34.7551040
-77.3959310
Blue Creek
34.7568190
-77.4790870
Chainey Creek
34.7562660
-77.4215470
Northeast Creek
34.734733°
-77.3535720
Sandy Branch Run
34.773493°
-77.3886300
Blue Creek
34.7568190
-77.4790870
Brinson Creek
34.7459580
-77.4564050
Northeast Creek
34.7737780
-77.3609520
EX-HH-RT-WL1
34.7562330
-77.4216720
EX-HH-RT-WL2
34.7564560
-77.4215100
HH-59A-WL
34.7567890
-77.4810440
HH-03A-WL
34.7512850
-77.4338350
HH-04A-WL
34.751581 °
-77.4350580
HH-29B-WL
34.735142°
-77.353975°
2.0 Site Description
The route is located within the ROWs that are adjacent to and run parallel to multiple roadways
of Jacksonville, North Carolina. A majority of the route cover consists of maintained storm water
management swales, maintained upland grass areas, asphalt and concrete sidewalks. Short
sections of the route are within mixed deciduous upland and riparian forest, and emergent and
forested wetland areas. Elevation within the proposed route ranges from ±89 ft. above mean sea
level (AMSL) to ±0 ft. AMSL. Route topography is relatively flat with grades sloping to the south

at approximately 0.3% toward storm water management features including swales, basins and
road inlets. The surrounding land use is residential, commercial, industrial properties, community
parks and mixed hardwood forest.
2.1. USGS Topographic Maps
The proposed route appears on the Catherine Lake, Jacksonville North, Kellum, Camp Lejeune,
and Jacksonville South USGS 7.5-minute topographic quadrangle maps, the central point of the
route is at approximately 34045'6.22"N Latitude and 77°26'30.39' W Longitude. The USGS
quadrangles for the property illustrates forest cover and urban development in the central region
of the route, and forest cover along the western and southeastern portions. Refer to the Wetland
and Waters Delineation Report provided as Appendix C for the USGS Topographic Quadrangle
maps that depict the route.
2.2. Watershed
The proposed route is located within the White Oak River Basin, with Hydrologic Unit Code:
HUC10-0302030202. Storm water runoff along the Route is directed toward maintained storm
water management facilities or drains adjacent to the roadways. The Route crosses the Northeast
Creek, New River, Chainey Creek, Sandy Run Branch, Deep Gully Creek, Mill Creek, Half Moon
Creek, Poplar Creek, Brinson Creek, Tank Creek, Southwest Creek, Hicks Run (Hickory Run),
and Blue Creek. North Carolina Division of Water Resources (NC DWR) assigns a primary
classification to all surface waters under Article 21. Part 1. § 143-214.1. NC DWR classifies
Northeast Creek, Blue Creek, Chainey Creek, Mill Creek, Brinson Creek, Sandy Run Branch, and
Deep Gully Creek as nutrient sensitive salt water with aquatic life, for use as secondary recreation.
Half Moon Creek, Poplar Creek, Tank Creek, Southwest Creek, and Hicks Run (Hickory Run) are
classified as nutrient sensitive fresh water with aquatic life, for use as secondary recreation.
Scales Creek and New River are classified as high quality, nutrient sensitive salt water with
aquatic life, for use as secondary recreation.
2.3. Soil Survey
The USDA NRCS Web Soil Survey data for Onslow County, NC displays 26 soil map units along
the fiber corridor. The soils listed has hydric are Dorovan muck (Da), Leon fine sand (Ln),
Muckalee loam (Mk), Murville fine sand (Mu), Pantego mucky loam (Pn), Rains fine sandy loam
Oto 2 percent slopes, Atlantic Coast Flatwoods (Ra), Torhunta fine sandy loam (To), and
Woodington loamy fine sand (Wo). The map units are described below in Table 2, full descriptions
are provided in the County Soil Survey Report, within Appendix C of the Wetland and Waters
Delineation Report.

Table 2: Soil Unit Descriptions
Map Unh Symbol
Map Un@ Name
Acres In A01
Percent of A01
AuB
Autryvtlle loamy fine sand
21.3
_.. ..__-- _ ....__._-..____.
Bab
Baymeade fine sand.0 to 6
310.8)
7.0%
percent slopes
Bm0
Baymeade•Urban land
372.8
8.5%
complex. 0 to 6 percent
slopes
Cie
Craven fine sandy loom, 1 to 4
189.6
4.3%
percent slopes
CrC
Craven fine sander loam. 4 to
166A
3.8%
percent slopes
Da
Doroven muck
17.1
OA%
FoA
Fareston loamy Me sand, 0 to
03.1
2.1%
2 percent slopes
GoA
Goldsboro One sandy loam, 0 to
304,6
6.9%
2 percent slopes
GpB
GoldsboraUrban land complex,
853.3
19.4%
0 to 5 percent slopes
Le
Lenoir loam
2.3
0.1%
Ln
Leon fine sand
17.9
0.4%
..... _. _... _._. __... _.._.
Ly
.
Lyncht3urgfine sandy loam, Oto
225.8
5.1%
2 percent slopes, Atlantic
Coast Fletwoods
Mac
Mervyn loamy fine sand, 6 to 15
142.9
3.2%
percent slopes
Mk
Muckelee loam
113.8
3.9%
Mu
Murville fine sand
8.4
0.2%
NoA
Norfolk loamy fine sand, 0to 2
71.4
1.6%
percent slopes
NOB
Norfolk loamy fine send. 2 to 6
272.0
6.20A
percent slopes
On
Onslow loamy fine sand
301.5
6.8%
Pn
Penlego mucky loam
43.5
10%
PI
Pile
25
0.1%
Ra
Rains fine sandy loam, 0 to 2
240.5
5.5%
percent slopes, Allantic Coast
Malwoods
SI
Stallings loamy fine sand
81.6
1.9%
To
Torhunla fine sandy loam
13.0
0.3%
Ur
Urban land
415.1
9.4%
_
VJ _.__...._..Water
._._
22.1
015%
Wo
Woodington loamy fine sand
44.7
110%
Totals for At ea of Inlarasl
4,408.0
100.0%
2.4. USFWS National Wetlands Inventory

M
A review of the National Wetland Inventory (NWI) Wetlands Maps was conducted utilizing the
U.S. Fish and Wildlife Service (USFWS) online Wetlands Mapper tool. 34 mapped NWI wetlands
are displayed adjacent to the proposed fiber corridor. The wetlands classification and their
location, with respect to the fiber route, are shown in Table 3 below. NWI mapping was
interpreted as reconnaissance level information on a location and does not guarantee presence
or absence of wetlands at that particular location. "The maps are prepared from the analysis of
high altitude imagery." The presence or absence of wetlands are documented based on field data
such as vegetation, visible hydrology and soils. To determine the presence or absence of
wetlands at a particular location, a wetland determination must be performed. Refer to Natural
Resources Map provided in Appendix C of the Wetland and Waters Delineation Report that
shows the approximate locations of NWI mapped wetlands.
Table 3: NWI Mapped Wetlands and Riverine Habitats Adjacent to the Route
NWI Map Code
NWI Classification
Location along the Route
Estuary,
E1UBL
Unconsolidated
Between SC-HH-29B - SC-HH-30B; SC-HH-04A - SC-HH-03A;
Bottom,
Subtidal/Saltwater
Riverine, Lower
Perennial,
Between Existing Spirit HH (77°25'13.626' W 34"45'25.428"N) and
R2UBH
Unconsolidated
Existing Spirit HH (77°25'29.266"W 34°45'14.04"N);
Bottom, Permanently
Flooded
Riverine, Intermittent,
R4SBCx
Streambed,
Between SC-HH-08B - SC-HH-09B;
Seasonally Flooded,
Excavated
Between SC-HH-62B-SC-HH-61B; SC-HH-93B-SC-HH-948; SC-HH-
Forested,
ForFored
PalustBrorine inead
70.1 B - SC-HH-70.2B; SC-HH-68B - SC-HH-69B; SC-HH-70.5B - SC-
PF01A
HH-70.6B; SC-HH-61B - SC-HH-62B; SC-HH-1 1B - SC-HH-12B;
Deciduous,
Between SC-HH-3IA-SC.HH-32A; Between SC-HH-32A-SC-HH-33A;
Temporarily Flooded
SC.HH-50A-SC-HH-51A; SC-HH-53A-SC-HH-54A
Between SC-HH-62B-SC-HH-61B; SC-HH-99B-SC-HH-10OB; SC-HH-
74B - SC-HH-75B; SC-HH-68B-SC-HH-67B; SC-HH-70.4B - SC-HH-
Riverine,lntermittenl,
70.5B; SC-HH-61 B - SC-HH-628; SC-HH-51 B - SC-HH-52B; SC-HH-49B
R4SBC
Streambed,
- SC-HH-50B; SC-HH-11 B - SC-HH-12B; SC-HH-39A-SC-HH-40A; SC-
Flooded
SeasonallyHH-11
B - SC-HH-128; SC-HH-52A-SC-HH-53A; SC-HH-11 B - SC-HH-
12B; SC-HH-39A-SC-HH-40A
Palustrine Forested,
PFO1C
Broad Leaved
SC-HH-1 02B - SC-HH-1 03B;
Deciduous,
Seasonally Flooded
Riverine,
Unconsolidated
Between SC-HH-94B-SC-HH-95B; SC-HH-87B - SC-HH-HHB; SC-HH-
RSUBH
Bottom, Permanently
102B - SC-HH-1 03B; SC-HH-1 11 B - SC-HH-1 12B;
Flooded
Palustrine Forested,
PFO112F
Broad Leaved
Between SC-HH-20A-SC-HH-19A; SC-HH-36A-SC-HH-37A
Deciduous, Needle
Leaved Deciduous,
An\

Semi Permanently
Flooded
Riverine, Unknown
Perennial,
Between SC-HH44A-SC-HH-45A; SC-HH-78A-SC-HH-79A; SC-HH-95A-
R5UBFx
Unconsolidated
SC-HH-96A; SC-HH-107A-SC-HH-106A;
Bottom, Permanently
Flooded, Excavated
Palustrine,
Between SC-HH-62B-SC-HH-61B; SC-HH-93B-SC-HH-94B; SC-HH-
PUBx
Unconsolidated
100A-SC-HH-101A;
Bottom, Excavated
2.5. Wetlands/Waters Delineation
To fulfill the Nationwide Permit 12 pre -construction notification (PCN) and the North Carolina
Department of Environmental Quality (NCDEQ) General Permit .1600 requirements, Advantage
conducted an evaluation of wetland and streams on September 91h, 10th, and 11th; and October
24th and 25th on behalf of Spirit, the applicant. The objective of the investigation was to confirm
the presence or absence of potential WOUS including tidal wetlands and Section 10 navigable
waters along the proposed ± 45-mile fiber optic corridor. When tidal waters (including wetlands)
were present along the proposed fiber optic corridor, the location and physical limits were
delineated and surveyed using GPS technologies, so their presence could be shown on project
mapping to aid in the impact avoidance and/or minimization during engineering design. Refer to
the Construction Drawings provided as Appendix B, for the locations of Wetlands and Streams
delineated along the fiber optic corridor for the project. While delineation of WOUS (freshwater)
subject to 404jurisdiction was not required for the NWP-12, their assessment was also conducted
to ensure freshwater wetland and stream impact avoidance was also achieved. The proposed
route was assessed utilizing the methodology established by the Army Corps of Engineers
(USACE) in the 1987 Corps of Engineers Wetiand Delineation Manual (Y-1987-1) and the
Regional Supplement: Atlantic and Gulf Coastal Plain Region — Version 2.0 (November 2010).
Advantage identified and delineated six tidally influenced wetlands within the proposed fiber optic
corridor; three Palustrine Forested (PFO) wetlands identified as HH-RT-WL, HH-RT-WL2, HH-
59A-WL; and three Palustrine Emergent (PEM) wetlands, identified as HH-03A, HH-04A, and HH-
2913-WL. In addition, 7 streams were identified; the Ordinary High Water Mark (OHWM) of streams
within the fiber optic corridor were delineated and flagged in the field. Refer to the Construction
Drawings provided as Appendix B, for the locations of Wetlands and Streams delineated along
the fiber optic corridor. Please refer to Appendix C for the Wetland and Waters Delineation
Report.
3.0 Construction Methods
Given the length of the proposed project (approximately 45 miles) and the diversity of landforms
and water areas that are crossed by the proposed route, a variety of construction methods and
equipment will be deployed; however only horizontal directional boring or routing overhead
methodologies for the installation of fiber optic cable will be utilized when encroaching upon
WOUS and their flood plains. Avoidance of fiber optic cable damage from external causes will be
accomplished primarily by burying the cable to suitable depths; cross-section diagrams of
construction methods are included in the Construction Drawings provided in Appendix B.

3.1. Initial Clearing Operations & Storm Water and Erosion Controls
Initial clearing operations will include de minimis removal of upland vegetation within the cable
trench area and within any temporary additional construction workspace such as hand hole areas
for HDD workspace, completed through either mechanical or hand cutting. Vegetation will be cut
at ground level, leaving existing root systems. No tree clearing is anticipated for this project. The
cleared width within the right-of-way and temporary construction workspace will be kept to the
minimum that will allow for drill cutting storage, staging, assembly of materials, and all other
activities required to safely install the fiber optic cable. Erosion and sediment controls will be
installed prior to earth disturbing activities in accordance with the erosion and sediment control
details provided in Appendix B. All erosion and sediment controls will be maintained and
inspected throughout the duration of the activity warranting that control.
3.2. Horizontal Directional Drilling Installation Methods
Horizontal directional drilling (HDD), also known as directional boring, provides a trenchless
method of installing conduits, and is often the preferred method for installing utilities due to its
minimal environmental impacts. It is also used to install cable beneath existing infrastructure (e.g.
roads) or sensitive resources (e.g. WOUS including wetlands) to avoid potential impacts. HDD is
used when trenching or excavation is not practical or environmentally desirable.
HDD cable installation techniques will be the preferred installation methodology for the proposed
fiber project. Locations of proposed HDD cable installation areas across land and water along
the Project route are depicted in the figures included as Appendix B.
A drill rig will be setup onshore, where a drill pipe with a pilot -hole drill bit will be set in place to
begin the horizontal drilling. Drilling fluid will then be pumped into the hole as the cutting head is
advanced into the soil. The HDD construction process will involve the use of drilling fluid in order
to transport drill cuttings to the surface, aid in stabilization of the in situ soil/sediment to keep the
hole open, and to provide lubrication for the HDD drill string and down -hole assemblies. The
drilling fluid (carrier) will consist of water, however if necessary, addition of a solid to the carrier
fluid (water) may be necessary. The solid will consist of inorganic bentonite clay (approximately
5 percent). The bentonite clay is a naturally occurring hydrated aluminosilicate composed of
sodium, calcium, magnesium and iron that is environmentally benign. The drilling fluid system will
recycle drilling fluids (made up of a combination of water, bentonite and the material being
excavated) and contain process drilling returns for offsite disposal. No discharge or release of
drilling fluids to WOUS is proposed.
At this time, the Applicant anticipates that a high density polyethylene (HDPE) pipe will be used
for each conduit, each with an outside diameter of approximately 2 inches. The HDD bore
diameter required to install each of these conduits is approximately 3 inches.

9
Appendix B
CONSTRUCTION DRAWINGS AND EROSION CONTROL PLAN
Jacksonville Fiber OSP Project

CONTACT INFO & SCOPE OF WORK
CONTACTINFO
ADVANTAGE ENGINEERS ONSLOW COUNTY FLOOD PLAIN ADMINISTRATOR
PROJECT MANAGER'.
JENNIFER H. µSELL CF M, CZO
ADAM JACKSON
CHIEF ZONING AND ENVIRONMENTAL ENFORCEMENT OFFICER
PROJECT MANAGER
ONSLOW COUNTY PLANNING & DEVELOPMENT
(0)717458-0800
231 NORTHWEST CORRIDOR BOULEVARD
(M)Tt 7-960-1533
JACKSONVILLE, NORTH CMOLINA28MO
AJACKSONCADVMTAGEENGINEERS.00M
(0)(910) 9M3099 OR(910) 455'Wl
(F)(910)98"IN
SCOPE OF WORK
• BURY (3)126" HOPE$DR 11 CONDUIT
(BLU A3REEWORANGE).
PULL(1) ARMORED FIBER IN THE ORANGE CONDUIT.
• PIPE TO BE INSTALLED BY MEANS OF HORIZONTAL
DIRECTIONAL DRILLING AND TRENCHING METHODS.
• ALL AREAS DISTURBED BY INSTALLATION TO BE
RESTORED TO EXISTING OR BETTER CONDITIONS.
PROJECT ENGINEER:
MICHAEL GARDNER
DER ENGINEER
CITY OF JACKSONVILLE FLOOD PLAIN ADMINISTRATOR:
• NO CLEARING OR GRUBBING (INCLUDING
(0)79-51"124
RYµ KING
MECHANIZED) OF ANY WETLAND VEGETATION IS
PROPOSED BY THIS PROJECT. WHILE WETLANDS
M),R0.2074016
INTERIM DIRECTOR OF PLANNING AND IN6PECTI0N0
AND WATERS WERE IDENTIFIED WITHIN THE
MGARDNER®ADVANTAGEENGINEERS.CON
CITYOFJACKSONWLLE
PROPOSED FIBER OPTIC ROUTE. UTILITY
P.O. BOX 128
CROSSINGS WILL OCCUR BELOW OR ABOVE THE
CONSTRUCTION MANAGER.
JACKSONVILLE. NORTH CAROLINA 285400t20
WETLAND OR WATER.
RONNY BAKER
(0)(910)93 5293
CONSTRUCTION MANAGER
(M)[phone]
(0)717A5&OBCO
(F)[phone]
(M)91S49 A434
(TOD)[phone]
RBAKER®ADVAMAGEENGINEERS CON
VAVWJACK80NVILLENC.GOV
SPIRIT COMMUNICATIONS
PROJECT MANAGER:
JOE MOSS
PROJECT MANAGER
IM)803-23 127
JOE.MOSS®SPIRITCOM.COM
6PIRITOOMMUNICATION6
JALK60NVILLE FIBER OSP ROUTE 9CWE CFNCRR WETLANO/WATER6 CRO61NOPi6 �xaxx
RLKSPROLLNTOIM '�nic•&'ti0�ns•

LEGEND
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FIBERS YEARS
OC�VL COMN
EDGE OF PAYEMEM LINE -------
ON CONTOUR LINE
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MS CABLESPANCALLOW EXISTING
1gT88,
MINOR COMWfl LINE - -
CHIN LINK FENCE LINE ----
® NAHOXOLEFXIBTNO
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a NANDI-PROPOSED
TM_eESINGmee CABLE SPAN CALLOW PROPOSED
UNDERGROUND POKER LINE ---•—'—
U NOERGROUMD...LIN.---------
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SI LINE ---'—'—
FIBER LINE —'—'—'—'—
STORM GRAIN LINE ��-�--'—
y�J AERIAL STORAGE -PROPOSED
T� TYPE
INNER0//\\
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CONOIMTGLLOW-PROPGSEO
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R
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UNDERCROVNOSISER-EXISTING— - — - — - —
UNOERGROUND FIBER -PROPOSED — - — - — - —
PROPOSED WNtIGW ON EX.ANCHOfl
AEflML F10Efl �E%IBTING —'—'—'—'—
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CCNCUTEXISTING-------
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Appendix C
WETLAND AND WATERS DELINEATION REPORT
Jacksonville Fiber OSP Project

WETLANDS AND WATERS DELINEATION REPORT
November 2018
For
Fiber OSP
Spirit Communications,
Jacksonville, Onslow County, North Carolina
Prepared for:
Spirit Communications, Inc.
1500 Hampton Street
Suite 101
Columbia, SC 29201
Prepared by:
fL\
advantage engineers
Advantage Engineers, LLC
435 Independence Ave Suite C
Mechanicsburg, PA 17055
Prepared by:
Abraham Sharp & Leeron Tagger
Environmental Biologist Senior Ecologist
435 Independence Ave, Suite C, Mechanicsburg, PA 17055 • 717-458-0800 • www.advantageengineers.com

Mr. Billy Solomon
Spirit Communications, Inc.
Advantage Project No.: 1800935
TABLE OF CONTENTS PAGE NO.
1.0
INTRODUCTION............................................................................................................................................1
2.0
SETTING........................................................................................................................................................1
3.0
REVIEW OF SECONDARY DATA................................................................................................................2
3.1
USGS 7.5-Minute Quadrangle........................................................................................................................2
3.2
USFWS National Wetlands Inventory Maps...................................................................................................2
3.3
U.S. Department of Agriculture Natural Resources Conservation Service - Soil Survey...............................3
3.4
Digital Aerial Imagery .....................................................................................................................................4
4.0
METHODOLOGY...........................................................................................................................................4
4.1
Vegetation.......................................................................................................................................................6
4.2
Soils................................................................................................................................................................5
4.3
Hydrology........................................................................................................................................................5
4.4
Wetland Delineation........................................................................................................................................6
4.5
Waters............................................................................................................................................................6
5.0
FIELD INVESTIGATION RESULTS..............................................................................................................6
5.1
Plant Communities..........................................................................................................................................6
5.2
Wetlands.........................................................................................................................................................7
5.3
Streams...........................................................................................................................................................9
6.0
RESULTS AND CONCLUSIONS...............................................................................................................
10
7.0
LIMITATIONS STATEMENT.......................................................................................................................
11
ENCLOSED
APPENDIX A: USGS TOPOGRAPHIC MAP
APPENDIX B: NATURAL RESOURCES MAP
APPENDIX C: COUNTY SOIL SURVEY AND SOIL UNIT DESCRIPTIONS
APPENDIX D: USACE DATA FORMS
APPENDIX E: SPIRIT COMMUNICATIONS JACKSONVILLE, NORTH CAROLINA WETLAND PLANS
APPENDIX F: PHOTOGRAPH LOG
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1.0 INTRODUCTION
Advantage Engineers, LLC (Advantage) has performed a delineation of tidal wetlands and section 10 waters on
behalf of Spirit Communications, Inc. (Spirit). This report which contains the results of the wetlands and waters
investigation conducted along the "Fiber OSP Spirit Communications, Jacksonville" route, hereafter referred to as
the "Route or fiber corridor". The prosed undertaking will include the installation of approximately t 45-miles of
new fiber optics lines within conduits and associated hand holes. The fiber optics lines will be installed using
horizontal directional drilling methods, with hand holes positioned at regular intervals along the Route. The Route
is located within the right of way (ROW) adjacent to various roadways in The City of Jacksonville, Onslow County,
North Carolina. The area of investigation (AOI) consisted of the entire t45-mile route and the areas directly adjacent
to the Route.
To fulfill the Nationwide Permit 12 pre -construction notification (PCN) and the North Carolina Department of
Environmental Quality (NCDEQ) General Permit .1600 requirements for the proposed project, Advantage
conducted an investigation of wetland and streams along the t 45 mile fiber optic corridor. The objective of the
investigation was to confirm the presence or absence of potential tidal wetlands and section 10 waters along the
Route. When tidal waters (including wetlands) were present along the Route, the location and physical limits were
delineated and surveyed using GPS technologies, so their presence could be shown on project mapping, to aid in
the impact avoidance and/or minimization during engineering design. While delineation of freshwater wetlands,
subject to 404 jurisdiction was not required, their assessment was also conducted to ensure freshwater wetland
and stream impact avoidance was also achieved by the proposed project. The Route was assessed utilizing the
methodology established by the Army Corps of Engineers (USACE) in the 1987 Corps of Engineers Wetland
Delineation Manual (Y-1987-1) and the Regional Supplement: Atlantic and Gulf Coastal Plain Region — Version 2.0
(November 2010). Results of the assessment are summarized herein and include the following:
• A brief description of wetlands, watercourses and upland areas within the Site boundary;
• A United States Geological Survey (U.S.G.S) Topographic Quadrangle Map (Appendix A)
• Natural Resources Map (Appendix B)
• County Soil Survey Soil Unit Descriptions (Appendix C)
• Completed United States Army Corps of Engineers Wetland Delineation Data Forms (Appendix D),
• Spirit Communications Jacksonville, North Carolina Wetland Plans (Appendix E); and,
• A Photograph Log with Captions (Appendix F)
The proposed Route in relation to the surrounding area is depicted on the attached USGS Topographic Quadrangle
Map (Appendix A).
2.0 SETTING
The Route is located within the ROWs that are adjacent to and run parallel to multiple roadways of Jacksonville,
North Carolina. The vegetative cover along the Route consists of maintained stormwater management swales,
maintained grass areas, concrete sidewalks, asphalt parking lots and roadways. Sections of the Route are within
emergent and forested wetland areas and cross mapped waterways. Site elevation ranges from ±89 ft. above mean
sea level (AMSL) to t0 ft. AMSL. Route topography is relatively flat with grade sloping to the south at approximately
0.3% over the entire Route. The surrounding land use is residential, commercial, public, and industrial properties.
The Route is located within the White Oak River Basin, with Hydrologic Unit Code: HUC10-0302030202.
Stormwater runoff along the Route is directed toward maintained stormwater management facilities or drains
adjacent to the roadways. The Route crosses the Northeast Creek, New River, Chainey Creek, Sandy Run Branch,
Half Moon Creek, Poplar Creek, Brinson Creek, Tank Creek, Southwest Creek, Hicks Run (Hickory Run), and Blue
Creek. North Carolina Division of Water Resources (NC DWR) assigns a primary classification to all surface waters
under Article 21. Part 1. § 143-214.1. NC DWR classifies Northeast Creek, Blue Creek, Chainey Creek, Brinson
Creek, and Sandy Run Branch as nutrient sensitive salt water with aquatic life, for use as secondary recreation.
Half Moon Creek, Poplar Creek, Tank Creek, Southwest Creek, and Hicks Run (Hickory Run) are classified as
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Mr. Billy Solomon
Spirit Communications, Inc.
Advantage Project No.: 1800935
rrwr
nutrient sensitive, fresh water with aquatic life, for use as secondary recreation. Scales Creek and New River are
classified as high quality, nutrient sensitive salt water with aquatic life, for use as secondary recreation.
3.0 REVIEW OF SECONDARY DATA
The following paragraphs contain a summary of the secondary data review ("desktop review") conducted prior to
the field investigation in order to develop a preliminary understanding of potential aquatic resources along the fiber
corridor, including wetlands, in advance of the field delineation. The summary includes a description of general
mapped Route conditions and indicators of hydrological/wetland conditions observed from online resource maps.
Mapping reviewed consisted of the Catherine Lake, Jacksonville North, Kellum, Camp Lejeune, and Jacksonville
South USGS 7.5-Minute topographic quadrangles, the United States Department of Agriculture Natural Resources
Conservation Service (NRCS) soil survey for Onslow County, the National Wetlands Inventory (NWI), and aerial
imagery.
3.1 USGS 7.5-Minute Quadrangles
The Route appears on the Catherine Lake, Jacksonville North, Kellum, Camp Lejeune, and Jacksonville South
USGS 7.5-minute topographic quadrangle maps, the central point of the route is at approximately 34°45'6.22"N
Latitude and 77026'30.39"W Longitude. The USGS quadrangle maps for the Route illustrates urban development
in the central region of the route and forest cover along the western and eastern portions of the fiber corridor. Refer
to Appendix A for the USGS Topographic Quadrangle map that depicts the Route.
3.2 USFWS National Wetlands Inventory Maps
A review of the National Wetland Inventory (NWI) Wetlands Maps was conducted utilizing the U.S. Fish and Wildlife
Service (USFWS) online Wetlands Mapper tool. 34 mapped NWI wetlands are displayed along the fiber corridor.
The wetlands classification and location along the fiber route are shown in Table 1 below. NWI mapping was
interpreted as reconnaissance level information on a location and does not guarantee the presence or absence of
wetlands at that particular location. "The maps are prepared from the analysis of high altitude imagery." The
presence or absence of wetlands is documented based on field data such as vegetation, visible hydrology and soils.
To determine the presence or absence of wetlands at a particular location, a wetland determination must be
performed. Refer to Appendix B for the Natural Resources Map that shows the approximate locations of NWI
mapped wetlands on Site.
Table 1: NWI Mapped Wetland description and location atnnn tha Rnnte
MCode p
NWI Classification
Location along the Route
Estuary,
E1UBL
Unconsolidated
Between SC-HH-29B - SC-HH-30B; SC-HH-04A - SC -
Bottom,
HH-03A;
Subtidal/Saltwater
Riverine, Lower
Perennial,
Between Existing Spirit HH (77"25'13.626'W
R2UBH
Unconsolidated
34-45'25.428"N) and Existing Spirit HH
Bottom, Permanently
(77"25'29.266-W 34"45'14.04"N);
Flooded
Rivedne, Intermittent,
R4SBCx
Streambed,
Seasonally Flooded,
Between SC-HH-OBB - SC-HH-098;
Excavated
Between SC-HH-82B-SC-HH-61 B; SC-HH-936-SC-HH-
Palustrine Forested,
946; SC-HH-70.1 B - SC-HH-70.26; SC-HH-68B - SC-
PF01A
Broad -Leaved
HH-698; SC-HH-70.5B - SC-HH-70.6B; SC-HH-61B -
_
_ Deciduous
SC-HH-62B;SC-HH-II13-SC-HH-I2B,, Between SC-
Temporarily Flooded
HH-3IA-SC-HH-32A; Between SC-HH-32A-SC-HH-
33A' SC-HH-50A-SC-HH-51A; SC-HH-53A-SC-HH-54A
Riverine, Intermittent,
Between SC-HH-62B-SC-HH-61 B; SC-HH-99B-SC-HH-
R4SBC
Streambed,
1003; SC-HH-74B-SC-HH-75B; SC-HH-68B-SC-
Seasor Ily Flooded
HH£7B;SC-HH-70.4B-SC-HH-70.5B; SC-HH-61B-
SC-HH-62B; SC-HH-516 - SC-HH-52B; SC-HH-49B -
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Mr. Billy Solomon
Spirit Communications, Inc.
Advantage Project No.: 1800935
SC-HH-50B; SC-HH-11 B - SC-HH-12B; SC-HH-39A-
SC-HH-40A; SC-HH-11 B - SC-HH-12B; SC-HH-52A-
SC-HH-53A; SC-HH-11 B - SC-HH-12B; SC-HH-39A-
SC-HH-40A
Palustrine Forested,
PF01C
Broad -Leaved
SC-HH-102B - SC-HH-103B;
Deciduous,
Seasonally Flooded
Riverine,
Between SC-HH-94B-SC-HH-95B; SC-HH-87B - SC-
R5UBH
Unconsolidated
HH-HHB;SC-HH-102B-SC-HH-103B; SC-HH-111B-
Bottom, Permanently
SC-HH-1128;
Flooded
Palustrine Forested,
Broad -Leaved
PF0112F
Deciduous, Needle-
Between SC-HH-20A-SC-HH-19A; SC-HH-36A-SC-HH-
Leaved Deciduous,
37A
Semi Permanently
Flooded
Riverine, Unknown
Perennial,
Between SC-HH-44A-SC-HH-05A; SC-HH-78A-SC-HH-
R5UBFx
Unconsolidated
79A; SC-HH-95A-SC-HH-96A; SC-HH-107A-SC-HH-
Bottom, Permanently
106A;
Flooded, Excavated
Palustrine,
Between SC-HH-626-SC-HHEi B; SC-HH-93B-SC-HH-
PUBx
Unconsolidated
9413; SC-HH-100A-SC-HH-101A;
Bottom, Excavated
3.3 U.S. Department of Agriculture Natural Resources Conservation Service - Soil Survey
The USDA NRCS Web Soil Survey data for Onslow County, North Carlonia displays 26 soil map units along the
fiber corridor. The soils listed as hydric are Dorovan muck (Da), Leon fine sand (Ln), Muckalee loam (Mk), Murville
fine sand (Mu), Pantego mucky loam (Pn), Rains fine sandy loam Oto 2 percent slopes, Atlantic Coast Flatwoods
(Ra), Torhunta fine sandy loam (To), and Woodington loamy fine sand (Wo). The map units are described below in
Table 1; full descriptions are provided in the County Soil Survey Report, Appendix C.
Table 2: Soil Unit Descriptions
Map Unit Symbol
Map Unit Name Acres In AOI
Percent of AOI
Aug
Autryvft loamy One sand 21.3
0.5%
Bag
Baymeade fine sand. 0to6 M0.8
percent slopes
7.0%
Bma
Beymeade-Urban land 372.8
complex, c to 6 percent
slopes
8.5%
CrB
Craven fin* sandy loam, 1104 188.6
percent slopes
4.3%
CrC
Craven fine sandy loam, 4 to 8 166.4
percent slopes
3.8%
520 Fellowship Road, Suite A-106, Mt. Laurel, NJ 08054 • 856-231-0800 • www.advantageengineers.com

Mr. Billy Solomon
Spirit Communications, Inc.
Advantage Project No.: 1800936
Do
Dorovan muck
17.1
0.4%
FoA
Foreslon loamy fine sand, 0 to
93.1
2.1%
2 percent slopes
GoA
Goldsboro fine sandy loam, 0 to
304.E
6 9%
2 percent slopes
Gp6
Goldsboro-Utban land complex.
-.
653.3
_ _ ---------
19.4%
0 to 5 percent slopes
Le
Lendlr loam
2.3
oJ%
Ln
Leon fine sand
17.9
0 4%
Ly
Lynchburg fine sandy loam, 0 to
225.8
5.1%
2 percent slopes, Atlantic
Coast Fletwoods
Mac
Matvyn loamy fine sand, a to 15
142.9
3.2%
percent stapes
Mk
Muckalee loam
173.8
3.9%
Mu
Murville fine sand
8.4
0.244
NOA
Norfolk loamy fine send. 0 to 2
71.4
1.6%
percent slopes
NOB
Norfolk loamy fne sand. 2 to 6
272.0
6.2%
percent slopes
On
Onslow loamy fine sand
301.5
6.8%
Ph
Pantego mucky loam
43.5
1.00A
Pt
Pill
2.5
0.1%
Ra
Rainsfine sandy loam, 0 to 2
240.5
5.5%
percent slopes. Atlantic Coss1
Flatwoods
51
Stallings loamy fine sand
61,6
1 9%
To
Torhunta fine sandy loam
13.0
0.3%
Ur
Urban land
415.1
9.4%
W
Water
_-_"----_.__._---------
22.1
0.5%
we
__-...-
Woodingtm loamy line send
-_--...... ._.__.____.....___
44.7
1.0%
Totals forArea of literati
4,406.0
100.D%
3.4 Digital Aerial Imagery
Historical Google Earth digital imagery (1984-2017) indicates the fiber corridor has generally remained urban and
forested since at least 1984. The fiber corridor is located in a mixed commercial and residential area. Refer to
Appendix B, Natural Resources Map for aerial imagery.
4.0 METHODOLOGY
Wetland determination and delineation procedures were conducted in accordance with procedures established by
the U.S. Army Corps of Engineers (USACE) Wetlands Delineation Manual (Y-1987-1), dated January 1987, and
the Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Atlantic and Gulf Coastal Plain
Region (Version 2.0), April 2010. More specifically, the Routine Wetlands Determination Method and when needed,
the Problematic Hydric Soils/Vegetation Procedure were used, as shown in the attached USACE data forms and
sections of this report. This included a desktop analysis and on -Site assessment. Site data were collected and
recorded on Wetland Determination Data Forms - Atlantic and Gulf Coastal Plain Region provided as Appendix D.
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Mr. Billy Solomon
Spirit Communications, Inc.
Advantage Project No.: 1800935
The USACE and EPA define wetlands as "those areas that are inundated or saturated by surface or groundwater
at a frequency and duration sufficient to support, and that under normal circumstances do support, a prevalence of
vegetation typically adapted to life in saturated soil conditions." The three -parameter approach (e.g., vegetation,
soils, and hydrology) was developed by the USACE in order to identify and delineate wetlands for purposes of
Section 404 of the Clean Water Act (CWA) and Section 10 of the Rivers and Harbors Act (33 U.S.C. 403). This
approach dictates under normal environmental conditions that areas meeting the defined criteria of hydrophytic
vegetation, hydric soils, and wetland hydrology will be designated as wetlands.
4.1 Vegetation
USDA Natural Resources Conservation Services (NRCS) designates an indicator status to plant species based on
the estimated probability, or frequency, with which the species was thought to occur in wetlands, as opposed to
non -wetlands, across its entire range. The five USDA NRCS wetland indicators are Obligate (OBL), Facultative
Wetland (FACW), Facultative (FAC), Facultative Upland (FACU), and Upland (UPL). The hydrophytic vegetation
decisions are based on the wetland indicator status of each plant species within the community. Refer to Table 3
below for percent occurrence in wetlands of each indicator status.
Table 3: Wetland Indicator status ratines and their ratine cateeories.
Indicator Status
abbreviation
% Occurrence
in wetlands
Obligate OBL
99
Facultative Wetland FACW
67-99
Facultative (FAC)
34-66
Facultative Upland FACU
1-33
Upland
1
The Routine Determination Method involved identifying the major vegetative units within the fiber optic corridor:
maintained grass lawn, tidally influenced palustrine forested wetland, and emergent wetland. Visual estimates of
absolute percent cover of plant species were taken within seven sampling plots established in representative
locations within the different upland and wetland plant communities. Vegetation abundance within each plant
community on the Site was tested for hydrophytic vegetation indicators using the rapid assessment, dominance
and if needed, prevalence index tests. If the vegetation at the sample point did not pass the rapid test, then the
50/20 dominance test was performed. For the dominance test, plant species at the sample point were recorded and
documented by percentage of absolute cover in four strata: tree (30-ft radius plot), sapling/shrub (15-ft radius plot),
herbaceous (5-ft radius plot), and woody vine (30-ft radius plot). If the vegetation at the sample point did not pass
the dominance test, then the prevalence index test was initiated. If the vegetation passed any of these tests, then
it was determined that hydrophytic vegetation was present. Under normal circumstances, if the vegetation does not
pass any of these tests, then hydrophytic vegetation is not present.
4.2 Soils
To determine the presence of hydric soils, small test pits were installed to examine the nature of the soil below the
"A" horizon. The hydric nature of soils can generally be determined by the color changes resulting from the chemical
reduction of soil components, which occurs because of extended periods of saturation or inundation. Soils were
examined at each sample point as well as in other locations along the wetland/upland boundary, using a 20-inch
drain spade shovel. Test pits were excavated to a maximum depth of 20 inches depending on conditions at the
sample point. Layers in the soil profile were described by depth, color of the soil matrix and any redoximorphic
features using the Munsell Soil Color Charts (Gretag Macbeth (revised) 2009), texture, and any other applicable
characteristics. The soil profile was compared with hydric soil indicators listed in the Regional Supplement based
on soil texture for any applicable positive indicators.
4.3 Hydrology
Wetland hydrology indicators are used in combination with hydric soil and hydrophytic vegetation to determine
whether an area is a wetland, these indicators reflect a Site's hydrologic regime. If hydrology has not been altered,
vegetation and soils provide strong evidence that wetland hydrology is present (USACOE, 2012). Wetland
hydrology indicators are intended as one-time observations of Site conditions that are sufficient evidence of wetland
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Mr. Billy Solomon
Spirit Communications, Inc.
Advantage Project No.: 1800935
hydrology. Wetland hydrology was evaluated utilizing Primary and Secondary indicators such as direct observation
of surface water, soil saturation, or if the Site was subject to flooding or ponding/inundation based on its position in
the landscape, as well as by noting additional wetland hydrology indicators as specified in the regional supplement.
4.4 Wetland Delineation
Once a boundary was established at the wetland/upland interface, a wetland boundary (line) consistent with the
sample point data collected from the upland and wetland plots, was located along the wetland area and marked
using pink survey flagging tape. Each flag was assigned a unique alpha -numeric identifier numbered sequentially.
Orange-Glo pin flags were placed at sample plots labeled with the appropriate plot identification name. Photographs
were taken at various observation points to document the vegetation, local topography and other features of each
area.
4.5 Waters
Streams were evaluated to determine the presence of an Ordinary High Water Mark (OHWM), bed and bank, flow
regime, and connection (nexus) to a navigable waterway. The observed ordinary high water mark (OHWM) of Site
watercourses were also identified and flagged using orange survey flagging tape.
5.0 FIELD INVESTIGATION RESULTS
The tidal wetlands and waters delineation was conducted on September 91h, 1011, and 11rh; and October 2411 and
25'h. Advantage identified and delineated six tidally influenced wetlands within the proposed fiber optic corridor;
three Palustrine Forested (PFO) wetlands identified as HH-RT-WL, HH-RT-WL2, HH-59A-WL; and three Palustrine
Emergent (PEM) wetlands, identified as HH-03A, HH-04A, and HH-29B-WL. In addition, seven streams were
identified; the Ordinary High Water Mark (OHWM) of streams within the fiber optic corridor were delineated and
flagged in the field. Refer to Appendix E, Spirit Communications Jacksonville, North Carolina Wetland Plans.
The following is a summary of findings of wetlands, waters and upland areas observed along the fiber optic corridor.
Copies of the wetland delineation Routine Method data sheets are included as Appendix D, a photograph log with
captions is included as Appendix F.
6.1 Plant Communities
Forthe assessment, the fiber optic corridor was subdivided and evaluated by plant community type. Observed plant
communities were identified as: maintained grass lawn, vegetated palustrine emergent (PEM) wetland, and mixed
deciduous palustrine forested (PFO) wetland. These general plant communities are briefly described in the
following paragraphs.
Maintained Grass Lawn
The majority of the proposed fiber corridor will run below maintained grass lawn within the right of way (ROW) along
public roadways. Dominant plant species found consisted of common upland species such as: Poe sp. (bluegrass
species), Trifolium repens (white clover, FACU), and Plantago major (common plantain, FAC). Soils in the
maintained grass lawn areas were hard packed.
Tidally Influenced Palustrine Forested Wetland (PFO)
Tidally influenced PFO wetlands along the fiber route were associated with mapped perennial waterways. Wetland
hydrology is supplied by surface water from the adjacent waterways and upgradient areas. Tree canopy cover is
approximately 60% total aerial coverage. Dominant plant species within these wetlands consist of: Acer
saccharinum (silver maple, FAC), Liquidambar styraciflua (sweetgum, FAC), Nyssa sylvatica (blackgum, FAC),
Chamaecyparis thyoides (Atlantic white cedar, OBL) Carpinus caroliniana (American hornbeam, FAC), Quercus
marilandica (blackjack oak, NI), Rosa palustris (swamp rose, OBL), and Scirpus americanus (American bulrush,
OBL).
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Mr. Billy Solomon
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Advantage Project No.: 1800935
Tidally Influenced Palustrine Emergent Wetland (PEM)
Tidally influenced PEM wetlands located along the fiber corridor are associated with mapped perennial waterways.
Wetland hydrology is supplied by surface water from the waterways and upgradient areas. Dominant plant species
within these wetlands consist of Phragmites australis (common reed, FACW), Phalaris arundinacea (reed
canarygrass, FACW), Cyperus esculentus (yellow nutsedge, FAC), Cuscuta japonica (Japanese dodder, NI), and
Juncus effusus (soft rush, OBL).
6.2 Wetlands
Six wetlands were identified along the fiber corridor and were delenated within the proposed fiber optic corridor
with flagging tape in the field. Wetlands were labeled according to the closest proposed Hand Hole along the fiber
route. Wetlands were characterized by type (Cowardin et al. 1929) and hydro -geomorphic (HGM) class and
Relatively Permanent Waters (RPWs) and traditional navigable waterways (TNWs) of the U.S. Each wetland is
described below. Representative sample points were conducted within each distinct vegetative wetland community.
Datasheets, provided as (Appendix D) were completed for wetland areas, and photos (Appendix F) were taken of
all reviewed wetlands and watercourses for details.
Tidally Influenced Palustrine Forested Wetland (PFO)
EX-HH-RT-WL1
Wetland EX-HH-RT-WL1 is a tidally influenced PFO wetland along the southern bank of Chainey Creek. The
wetland is positioned between Chainey Creek and an upland maintained lawn area. Dominant wetland hydrology
consists of surface water saturating the banks of Chainey Creek and overland flow from up gradient areas.
Dominant hydrology indicators observed include: surface water (Al), saturation (A3), watermarks (131), drift deposits
(133), water -stained leaves (139), drainage patterns (1310), and geomorphic position (D2). Dominant plant species
within this plant community consist Chamaecyparis thyoides (Atlantic white cedar, OBL), Carpinus caroliniana
(American hornbeam, FAC), salix nigra (black willow, OBL) Acer saccharinum (silver maple, FAC), kalmia carolina
(Carolina laurel, FACW), typha domingensis (southern cattail, OBL), onoclea sensibilis (sensitive fern, FACW) and
Peltandra virginica (green arrow arum, OBL). The soil profile was characterized to a depth of 15 inches. The top
soil layer from 0 to 2 inches consists of a soil matrix color of comprising 100 percent of the layer. From 2 to 7 inches,
the matrix color is 2.5Y 4/1, comprising of 85 percent of the layer with 10 percent 10YR 4/6 redoximorphic
concentrations in the matrix and 5 percent 2.5 YR 6/1 depletions within the matrix. From 7 to 15 inches, the matrix
color is 2.5Y 4/2, comprising of 85 percent of the layer with 10 percent 10YR 4/8 redoximorphic concentrations in
the matrix and 5 percent 2.5 YR 5/2 depletions within the matrix. Soil texture consisted of sandy clay. Because of
these characteristics and textures, the hydric soil indicators designated for "sandy soils" (S) were analyzed. The
soil profile meets the parameters for a sandy redox (S5) and therefore was determined to be a hydric soil.
EX-HH-RT-WL2
Wetland EX-HH-RT-WL2 is a tidally influenced PFO wetland along the northern bank of Chainey Creek. The
wetland is positioned between Chainey Creek and an upland maintained lawn area. Dominant wetland hydrology
consists of surface water and flooding from Chainey Creek and overland flow from upgradient areas. Dominant
hydrology indicators observed include: surface water (Al), saturation (A3), watermarks (131), drift deposits (133),
water -stained leaves (139), drainage patterns (1310), and geomorphic position (D2). Dominant plant species within
this plant community consist Chamaecyparis thyoides (Atlantic white cedar, OBL), Carpinus caroliniana (American
hornbeam, FAC), Salix nigra (black willow, OBL), kalmia carolina (Carolina laurel, FACW), Typha domingensis
(southern cattail, OBL), Onoclea sensibilis (sensitive fern, FACW) and Peltandra virginica (green arrow arum, OBL).
The soil profile was characterized to a depth of 12 inches. The top soil layer from 0 to 2 inches consists of a soil
matrix color of 10YR 3/3 comprising 100 percent of the layer. From 2 to 7 inches, the matrix color is 2.5Y 4/1,
comprising of 80 percent of the layer with 15 percent 10YR 4/6 redoximorphic concentrations in the matrix and 5
percent 2.5 YR 6/2 depletions within the matrix. From 7 to 12 inches, the matrix color is 2.5Y 4/2, comprising of 80
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Mr. Billy Solomon
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Advantage Project No.: 1800935
percent of the layer with 10 percent 10YR 4/8 redoximorphic concentrations in the matrix and 10 percent 2.5 YR
5/2 depletions within the matrix. Soil texture consisted of sandy clay. Because of these characteristics and textures,
the hydric soil indicators designated for "sandy soils" (S) were analyzed. The soil profile meets the parameters for
a sandy redox (S5) and therefore was determined to be a hydric soil.
HH-59A-WL
Wetland HH-59A-WL is a tidally influenced floodplain PFO wetland along the southern bank of Blue Creek. The
wetland is positioned between Blue Creek the Blue Creek Road roadbed. Dominant wetland hydrology consists of
a shallow water table. Dominate hydrology indicators observed include: surface water (Al), high water table (A2)
saturation (A3), watermarks (B1), drift deposits (B3), water -stained leaves (89), drainage patterns (B10), and
geomorphic position (132). Dominant plant species within this plant community consist Nyssa sylvatica (blackgum,
FAC), Carpinus caroliniana (American hornbeam, FAC), Kalmia carolina (Carolina laurel, FACW), Typha
domingensis (southern cattail, OBL), Onoclea sensibilis (sensitive fern, FACW) Parthenocissus quinquefolia
(Virginia creeper, FACU), Phalaris amndinacea (reed canarygrass, FACW), and Peltandra virginica (green arrow
arum, OBL). The soil profile was characterized to a depth of 15 inches. The top soil layer from 0 to 3 inches consists
of a soil matrix color of 2.5Y 3/1 comprising 100 percent of the layer. From 3 to 8 inches, the matrix color is 2.5Y
4/1, comprising of 80 percent of the layer with 10 percent 10YR 416 redoximorphic concentrations in the matrix and
10 percent 2.5 YR 5/1 depletions within the matrix. From 8 to 15 inches, the matrix color is 2.5Y 4/2, comprising of
80 percent of the layer with 15 percent 10YR 4/8 redoximorphic concentrations in the matrix and 5 percent 2.5 YR
5/2 depletions within the matrix. Soil texture consisted of sandy clay. Because of these characteristics and textures,
the hydric soil indicators designated for "sandy soils" (S) were analyzed. The soil profile meets the parameters for
a sandy redox (S5) and therefore was determined to be a hydric soil.
Tidally Influenced Palustrine Emergent Wetland (PEM)
HH-03A-WL
Wetland HH-03A-WL is a tidally influenced floodplain PEM wetland along the eastern bank of New River. The
wetland is positioned between New River and a public maintained lawn area. Dominant wetland hydrology consists
of surface water saturating the banks of New River. Dominate hydrology indicators observed include: surface water
(All), saturation (A3), water -stained leaves (139), and geomorphic position (132). Dominant plant species within this
plant community consist Chamaecyparis thyoides (Atlantic white cedar, OBL), Corpus amonum (silky dogwood,
FACW), and Typha domingensis (southern cattail, OBL). The soil profile was not able to be assessed due to a
wooden boardwalk over the wetland. It is believed hydric soils occur within this wetland based on the dominance
of hydrophytic vegetation, surface water, and its geomorphic position.
HH-04A-WL
Wetland HH-04A-WL is a tidally influenced floodplain PEM wetland along the western bank of New River. The
wetland is positioned between New River, and a public upland maintained lawn area. Dominant wetland hydrology
consists of surface water saturating the banks of New River. Dominate hydrology indicators observed include:
surface water (All), saturation (A3), water -stained leaves (B9), and geomorphic position (132), were observed within
the wetland. Dominant plant species within this plant community Corpus amonum (silky dogwood, FACW),
Phragmites australis (common reed, FACW), Cyperus esculentus (yellow nutsedge, FAC), Phalaris arundinacea
(reed canarygrass, FACW), and Typha domingensis (southern cattail, OBL). The soil profile was characterized to a
depth of 15 inches. The top soil layer from 0 to 7 inches consists of a soil matrix color of 10YR 4/2 comprising 95
percent of the layer with 5 percent 10YR 4/4 concentrations in the matrix. From 7 to 15 inches, the matrix color is
10YR 5/2, comprising of 85 percent of the layer with 10 percent 10YR 4/6 redoximorphic concentrations in the
matrix and 5 percent 10YR 5/1 depletions within the matrix. Soil texture consisted of silt loam and silty clay loam.
Because of these characteristics and textures, the hydric soil indicators designated for "loamy and clayey soils" (F)
were analyzed. The soil profile meets the parameters for a depleted matrix (F3) and therefore was determined to
be a hydric soil.
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Mr. Billy Solomon
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Advantage Project No.: 1800935
HH-29B-WL
Wetland HH-29B-WL is a tidally influenced floodplain PEM wetland along the northern bank of Northeast Creek.
The wetland is positioned between Northeast Creek and an upland maintained lawn area. Dominant wetland
hydrology consists of surface water saturating the banks of Northeast Creek. Dominate hydrology indicators
observed include: surface water (Al), saturation (A3), drift deposits (B3) water -stained leaves (B9), and
geomorphic position (D2), were observed within the wetland. Dominant plant species observed within this plant
community include Phragmites australis (common reed, FACW), Cyperus esculentus (yellow nutsedge, FAC),
Phalaris arundinacea (reed canarygrass, FACW), and Typha domingensis (southern cattail, OBL). The soil profile
was characterized to refusal at a depth of 10 inches. The top soil layer from 0 to 3 inches consists of a soil matrix
color of 10YR 4/3 comprising 100 percent of the layer. From 3 to 10 inches, the matrix color is 10YR 5/2,
comprising of 90 percent of the layer with 10 percent 10YR 4/8 redoximorphic concentrations in the matrix. Soil
texture consisted of silt loam and silty clay loam. Because of these characteristics and textures, the hydric soil
indicators designated for "loamy and clayey soils" (F) were analyzed. The soil profile meets the parameters for a
depleted matrix (F3), and therefore was determined to be a hydric soil
5.3 Streams
Seven tidally influenced waters were identified based on indicators such as the presence of an ordinary high water
mark and/or a defined bed and bank per USACE and NC DEQ criteria. NC DEQ's NC Surface Water Web App
Viewer was utilized to identify tidally influenced waters along the fiber corridor. Stream type was determined based
on characteristics from the June 2007 guidance for Jurisdictional Determinations. The ordinary high water mark
(OHWM) of each feature was flagged using Orange-Glo pin flags at the location of each crossing within the
proposed fiber optic corridor. Stream features were labeled according to the closest proposed Hand Hole along the
fiber corridor.
HH-03A-OHWM and HH-04A-OHWM
HH-03A-OHWM and HH-04A-OHWM identify the OHWM of New River in the vicinity of the fiber optic line crossing.
The proposed fiber optic line will be suspended above the river and attached to existing utility poles on either bank.
New River flows east-southeast eventually widening into a tidal estuary (Wilson Bay). In the area of the proposed
fiber optic crossing the river is approximately 500 ft from OHWM to OHWM. New River is classified as a Primary
Recreation, High -Quality, Nutrient Sensitive, Tidal Salt Water (SB; HQW; NSW) by NC DEQ.
P.I.S�Y. -me ammyl
HH-08B-OHWM identifies the OHWM where the fiber corridor will cross Sandy Run Branch. Sandy Run Branch
flows west-southwest under Bell Fork Road via a concrete culvert to New River eventually reaching Wilson Bay.
The crossing will occur on top of the existing culvert in the overburden. Sandy Run Branch is approximately 12 ft
wide from OHWM to OHWM in the area of the proposed crossing. Sandy Run Branch is classified as a Nutrient
Sensitive, Tidal Salt Water (SC; NSW) by NC DEQ.
HH-12B-OHWM
HH-12B-OHWM identifies the OHWM where the fiber corridor will cross Scales Creek. Scales Creek flows south
under Bell Fork Road via a concrete culvert, to Chainey Creek, and eventually reaching Wilson Bay. The crossing
will occur on top of the existing culvert in the overburden. The creek is approximately 15 ft wide from OHWM to
OHWM in the area of the proposed crossing and is classified as a High -Quality, Nutrient Sensitive, Tidal Salt Water
(SC; HQW; NSW) by NC DEQ.
HH-19A-OHWM
HH-19A-OHWM identifies the OHWM where the fiber corridor will cross Blue Creek. Blue Creek flows northeast
under Richlands Highway via a concrete culvert, to New River eventually reaching Wilson Bay. The crossing will
occur on top of the existing culvert in the overburden. The creek is approximately 40 ft wide from OHWM to OHWM
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Mr. Billy Solomon
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Advantage Project No.: 1800935
in the area of the proposed crossing and is classified as a Nutrient Sensitive, Tidal Salt Water (SC; NSW) by NC
DEG.
EX-HH-RTI-OHWM and EX-HH-RT2-OHWM
EX-HH-RT1-OHWM and EX-HH-RT2-OHWM identify the OHWM where the fiber corridor will cross Chainey Creek.
Chainey Creek flows northwest under a bridge supporting Marine Blvd, to New River, eventually reaching Wilson
Bay. The crossing will occur below the creek bed. The creek is approximately 60 ft wide from OHWM to OHWM
in the area of the proposed crossing and is classified as a Nutrient Sensitive, Tidal Salt Water (SC; NSW) by NC
DEG.
HH-29B-OHWM and HH-30B-OHWM
HH-29B-OHWM and HH-30B-OHWM identify the OHWM where the fiber corridor will cross the Northeast Creek.
Northeast Creek flows southwest under a bridge supporting Lejeune Blvd, to Morgan Bay. The crossing will occur
below the creek bed. The creek is approximately 350 ft wide from OHWM to OHWM in the area of the proposed
crossing and is classified as a Nutrient Sensitive, Tidal Salt Water (SC; NSW) by NC DEG.
HH-52B-OHWM
HH-52B-OHWM identifies the OHWM where the fiber corridor will cross the Sandy Run Branch. Sandy Branch Run
flows southwest under Western Blvd via a concrete culvert, to Chainey Creek eventually reaching Wilson Bay. The
crossing will occur on top of the existing culvert in the overburden. The creek is approximately 7 ft wide from OHWM
to OHWM in the area of the proposed crossing and is classified as a Nutrient Sensitive, Tidal Salt Water (SC; NSW)
by NC DEC.
HH-59A-OHWM
HH-59A-OHWM identifies the OHWM where the fiber corridor will cross Blue Creek. Blue Creek flows northeast
under Blue Creek Road via a concrete culvert, eventually reaching New River. The crossing will occur on top of
the existing culvert in the overburden. The creek is approximately 15 ft wide from OHWM to OHWM in the area of
the proposed crossing and is classified as a Nutrient Sensitive, Tidal Salt Water (SC; NSW) by NC DEG.
HH-79A-OHWM
HH-79A-OHWM identifies the OHWM where the fiber corridor will cross Brinson Creek. Brinson flows southeast
under Wilmington Highway via a concrete culvert, to New River. The crossing will occur on top of the existing
culvert in the overburden. The creek is approximately 15 ft wide from OHWM to OHWM in the area of the proposed
crossing and is classified as a Nutrient Sensitive, Tidal Salt Water (SC; NSW) by NC DEC.
HH-102B-OHWM
HH-102B-OHWM identify the OHWM's where the fiber corridor will cross the Northeast Creek. Northeast Creek
flows southwest under a bridge supporting Piney Green Road, to Morgan Bay. Over time this section of Northeast
Creek has developed three stream channels due to the construction of the bridge supporting Piney Green Road
and deposit of sediment around the abutments supporting the bridge. The crossing will occur below the creek bed.
The creek is approximately 270 ft wide from OHWM to OHWM in the area of the proposed crossing and is classified
as a Nutrient Sensitive, Tidal Salt Water (SC; NSW) by NC DEG.
6.0 RESULTS AND CONCLUSIONS
Six tidally influenced wetlands and seven tidally influenced waters were identified along the fiber optic corridor.
The seven watercourses identified along the corridor likely qualify as a Waters of the United States since they,
directly and indirectly, flow to Wilson or Morgan Bays, traditionally navigable/section 10 waters. The six wetlands
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Mr. Billy Solomon
Spirit Communications, Inc.
Advantage Project No.: 1800935
that were identified and flagged along the corridor likely qualify as WOUS due to being located adjacent to or directly
abutting RPWs that flow directly into TNWs.
Flags have been placed in the field by Advantage delineating the boundaries of wetlands and wateres along the
fiber optic corridor. These flags were then located and surveyed using conventional and GPS survey and presented
on the plan entitled "Fiber Optic Installation -Wetlands Area" provided as Appendix E.
7.0 LIMITATIONS STATEMENT
This report reflects the professional opinion of the Advantage natural resource and environmental consulting team.
Formal determination of jurisdiction can only be determined by the USACE through submittal of a Jurisdictional
Determination request.
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APPENDIX A:
A United States Geological Survey (U.S.G.S) Topographic Quadrangle Map

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APPENDIX B:
Natural Resources Map

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APPENDIX C:
County Soil Survey Soil Unit Descriptions

Preface
Soil surveys contain information that affects land use planning in survey areas.
They highlight soil limitations that affect various land uses and provide information
about the properties of the soils in the survey areas. Soil surveys are designed for
many different users, including farmers, ranchers, foresters, agronomists, urban
planners, community officials, engineers, developers, builders, and home buyers.
Also, conservationists, teachers, students, and specialists in recreation, waste
disposal, and pollution control can use the surveys to help them understand,
protect, or enhance the environment.
Various land use regulations of Federal, State, and local governments may impose
special restrictions on land use or land treatment. Soil surveys identify soil
properties that are used in making various land use or land treatment decisions.
The information is intended to help the land users identify and reduce the effects of
soil limitations on various land uses. The landowner or user is responsible for
identifying and complying with existing laws and regulations.
Although soil survey information can be used for general farm, local, and wider area
planning, onsite investigation is needed to supplement this Information in some
cases. Examples include soil quality assessments (http://www.nrGs.usda.gov/wps/
portal/nres/main/soils/healthf) and certain conservation and engineering
applications. For more detailed information, contact your local USDA Service Center
(https://offices.sc.egov.usda.gov/locator/app?agency=nres) or your NRCS State Soil
Scientist (http://www.nres.usda.gov/wps/portal/nres/detail/soils/contactus/?
cid=nres142p2_053951).
Great differences in soil properties can occur within short distances. Some soils are
seasonally wet or subject to flooding. Some are too unstable to be used as a
foundation for buildings or roads. Clayey or wet soils are poorly suited to use as
septic tank absorption fields. A high water table makes a soil poorly suited to
basements or underground installations.
The National Cooperative Soil Survey is a joint effort of the United States
Department of Agriculture and other Federal agencies, State agencies including the
Agricultural Experiment Stations, and local agencies. The Natural Resources
Conservation Service (NRCS) has leadership for the Federal part of the National
Cooperative Soil Survey.
Information about soils is updated periodically. Updated information is available
through the NRCS Web Soil Survey, the site for official soil survey information.
The U.S. Department of Agriculture (USDA) prohibits discrimination in all its
programs and activities on the basis of race, color, national origin, age, disability,
and where applicable, sex, marital status, familial status, parental status, religion,
sexual orientation, genetic information, political beliefs, reprisal, or because all or a
part of an individual's income is derived from any public assistance program. (Not
all prohibited bases apply to all programs.) Persons with disabilities who require

alternative means for communication of program information (Braille, large print,
audiotape, etc.) should contact USDA's TARGET Center at [phone] (voice
and TDD). To file a complaint of discrimination, write to USDA, Director, Office of
Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250-9410 or
call [phone] (voice) or [phone] (TDD). USDA is an equal opportunity
provider and employer.

Contents
Preface....................................................................................................................
2
How Soil Surveys Are Made..................................................................................5
SoilMap..................................................................................................................
8
SoilMap................................................................................................................9
Legend................................................................................................................10
MapUnit Legend................................................................................................
11
MapUnit Descriptions........................................................................................
12
Onslow County, North Carolina.......................................................................14
AuB—Autryville loamy fine sand.................................................................14
BaB—Baymeade fine sand, 0 to 6 percent slopes......................................15
BmB—Baymeade-Urban land complex, 0 to 6 percent slopes...................16
CrB—Craven fine sandy loam, 1 to 4 percent slopes .................................
18
CrC—Craven fine sandy loam, 4 to 8 percent slopes .................................
19
Da—Dorovan muck.....................................................................................21
FoA—Foreston loamy fine sand, 0 to 2 percent slopes ..............................
22
GoA—Goldsboro fine sandy loam, 0 to 2 percent slopes ...........................
23
GpB—Goldsboro-Urban land complex, 0 to 5 percent slopes ....................
24
Le —Lenoir loam..........................................................................................25
Ln—Leon fine sand.....................................................................................
27
Ly—Lynchburg fine sandy loam, 0 to 2 percent slopes, Atlantic Coast
Flatwoods..............................................................................................28
MaC—Marvyn loamy fine sand, 6 to 15 percent slopes..............................30
Mk—Muckalee loam....................................................................................31
Mu—Murville fine sand................................................................................32
NoA—Norfolk loamy fine sand, 0 to 2 percent slopes.................................33
NoB—Norfolk loamy fine sand, 2 to 6 percent slopes.................................34
On—Onslow loamy fine sand......................................................................35
Pn—Pantego mucky loam...........................................................................36
Pt—Pits.......................................................................................................
38
Ra—Rains fine sandy loam, 0 to 2 percent slopes, Atlantic Coast
Flatwoods..............................................................................................39
St —Stallings loamy fine sand......................................................................41
To—Torhunta fine sandy loam.....................................................................43
Ur —Urban land...........................................................................................
44
W—Water....................................................................................................
45
Wo—Woodington loamy fine sand..............................................................45
References............................................................................................................
47
4

How Soil Surveys Are Made
Soil surveys are made to provide information about the soils and miscellaneous
areas in a specific area. They include a description of the soils and miscellaneous
areas and their location on the landscape and tables that show soil properties and
limitations affecting various uses. Soil scientists observed the steepness, length,
and shape of the slopes; the general pattern of drainage; the kinds of crops and
native plants; and the kinds of bedrock. They observed and described many soil
profiles. A soil profile is the sequence of natural layers, or horizons, in a soil. The
profile extends from the surface down into the unconsolidated material in which the
soil formed or from the surface down to bedrock. The unconsolidated material is
devoid of roots and other living organisms and has not been changed by other
biological activity.
Currently, soils are mapped according to the boundaries of major land resource
areas (MLRAs). IVILRAs are geographically associated land resource units that
share common characteristics related to physiography, geology, climate, water
resources, soils, biological resources, and land uses (USDA, 2006). Soil survey
areas typically consist of parts of one or more MLRA.
The soils and miscellaneous areas in a survey area occur in an orderly pattern that
is related to the geology, landforms, relief, climate, and natural vegetation of the
area. Each kind of soil and miscellaneous area is associated with a particular kind
of landform or with a segment of the landform. By observing the soils and
miscellaneous areas in the survey area and relating their position to specific
segments of the landform, a soil scientist develops a concept, or model, of how they
were formed. Thus, during mapping, this model enables the soil scientist to predict
with a considerable degree of accuracy the kind of soil or miscellaneous area at a
specific location on the landscape.
Commonly, individual soils on the landscape merge into one another as their
characteristics gradually change. To construct an accurate soil map, however, soil
scientists must determine the boundaries between the soils. They can observe only
a limited number of soil profiles. Nevertheless, these observations, supplemented
by an understanding of the soil -vegetation -landscape relationship, are sufficient to
verify predictions of the kinds of soil in an area and to determine the boundaries.
Soil scientists recorded the characteristics of the soil profiles that they studied. They
noted soil color, texture, size and shape of soil aggregates, kind and amount of rock
fragments, distribution of plant roots, reaction, and other features that enable them
to identify soils. After describing the soils in the survey area and determining their
properties, the soil scientists assigned the soils to taxonomic classes (units).
Taxonomic classes are concepts. Each taxonomic class has a set of soil
characteristics with precisely defined limits. The classes are used as a basis for
comparison to classify soils systematically. Soil taxonomy, the system of taxonomic
classification used in the United States, is based mainly on the kind and character
of soil properties and the arrangement of horizons within the profile. After the soil

Custom Soil Resource Report
scientists classified and named the soils in the survey area, they compared the
individual soils with similar soils in the same taxonomic class in other areas so that
they could confirm data and assemble additional data based on experience and
research.
The objective of soil mapping is not to delineate pure map unit components; the
objective is to separate the landscape into landforms or landform segments that
have similar use and management requirements. Each map unit is defined by a
unique combination of soil components and/or miscellaneous areas in predictable
proportions. Some components may be highly contrasting to the other components
of the map unit. The presence of minor components in a map unit in no way
diminishes the usefulness or accuracy of the data. The delineation of such
landforms and landform segments on the map provides sufficient information for the
development of resource plans. If intensive use of small areas is planned, onsite
investigation is needed to define and locate the soils and miscellaneous areas.
Soil scientists make many field observations in the process of producing a soil map.
The frequency of observation is dependent upon several factors, including scale of
mapping, intensity of mapping, design of map units, complexity of the landscape,
and experience of the soil scientist. Observations are made to test and refine the
soil -landscape model and predictions and to verify the classification of the soils at
specific locations. Once the soil -landscape model is refined, a significantly smaller
number of measurements of individual soil properties are made and recorded.
These measurements may include field measurements, such as those for color,
depth to bedrock, and texture, and laboratory measurements, such as those for
content of sand, silt, clay, salt, and other components. Properties of each soil
typically vary from one point to another across the landscape.
Observations for map unit components are aggregated to develop ranges of
characteristics for the components. The aggregated values are presented. Direct
measurements do not exist for every property presented for every map unit
component. Values for some properties are estimated from combinations of other
properties.
While a soil survey is in progress, samples of some of the soils in the area generally
are collected for laboratory analyses and for engineering tests. Soil scientists
interpret the data from these analyses and tests as well as the field -observed
characteristics and the soil properties to determine the expected behavior of the
soils under different uses. Interpretations for all of the soils are field tested through
observation of the soils in different uses and under different levels of management.
Some interpretations are modified to fit local conditions, and some new
interpretations are developed to meet local needs. Data are assembled from other
sources, such as research information, production records, and field experience of
specialists. For example, data on crop yields under defined levels of management
are assembled from farm records and from field or plot experiments on the same
kinds of soil.
Predictions about soil behavior are based not only on soil properties but also on
such variables as climate and biological activity. Soil conditions are predictable over
long periods of time, but they are not predictable from year to year. For example,
soil scientists can predict with a fairly high degree of accuracy that a given soil will
have a high water table within certain depths in most years, but they cannot predict
that a high water table will always be at a specific level in the soil on a specific date.
After soil scientists located and identified the significant natural bodies of soil in the
survey area, they drew the boundaries of these bodies on aerial photographs and

Custom Soil Resource Report
identified each as a specific map unit. Aerial photographs show trees, buildings,
fields, roads, and rivers, all of which help in locating boundaries accurately.

Soil Map
The soil map section includes the soil map for the defined area of interest, a list of
soil map units on the map and extent of each map unit, and cartographic symbols
displayed on the map. Also presented are various metadata about data used to
produce the map, and a description of each soil map unit.

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MAPLEGEND
Arsa of Interet (AOI)
E]
Area of Interest (A09
Solis
Q
Soil Map Unit Poll
w
Sol Map Unit Line.
10
Soil Map Unit Points
Special
Point Features
V
nervous
®
Sol Pit
X
Clay Spat
Closed Depression
Gavel Pit
Gravelly Spot
Lantlhll
(\
Lava Flnw
,,L
Marsh or swamp
Rancorous,
®
Miscellaneous Water
Perennial Water
yg
Rock Outcrop
+
Saline Spat
.
Sandy spot
gw
Severely Eroded Spot
0
Sinkhole
Slide or 311p
Sndic Spot
Custom Soil Resource Report
MAP INFORMATION
to
eras Area
The soil surveys that comprise your AOI were mapped at
1:24,000.
6
Stony Spot
W
Very Stony Spot
Please rely on the bar scale on each map sheet for map
(r
Wet spot
measurements.
v
other
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
.•
Special Line Features
Coordinate System: Web Meroator(EPS(3;3857)
Water Fast....
,.
Streams and canals
Maps from the Web Soil Survey are based on the Web Mercator
protection, which preserves direction and shape but distorts
Transportation
distance and area. A projection that preserves area, such as the
.w
Rails
Albers equal-area conic projection, should be used it more
accurate calculations of distance or area am required.
N
Interstate Highways
,.a
US Routes
This product is generated from the USDA-NRCS cerd8ed data as
Major Roads
of the version dates) listed below.
Local floods
Soil Survey Area: Onslow County, North Carolina
Background
Survey Area Data: Version 20, Sep 10, 2018
.
Aenal Photography
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Dates) aerial images were photographed! Jan 1, 1999—Dec 31
2003
10
The oahophoto or other base map on which the soll lines were
compiled and digitized probably differs from the background
Imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.

Custom Soil Resource Report
Map Unit Legend
Map Unit Symbol
Map Unit Name
Acres In AOt
Percent of AOI
AUB
Autryville loamy fine sand 21.3
0.5%
BaB
Baymeade fine sand, 0 to 6
percent slopes
310.8
7.0%
BmB
Baymeade-Urban land
complex, 0 to 6 percent
slopes
372.8
8.5%
CrB
Craven fine sandy loam, 1 to 4
percent slopes
189.6
4.3%
CrC
Craven fine sandy loam, 4 to 8
percent slopes
166.4
3.8%
Da
Dorovan muck
17.1
0.4 %
FOA
Foreston loamy fine sand, 0 to
2 percent slopes
93.1
2.1%
GoA
Goldsboro fine sandy loam, 0 to
2 percent slopes
304.6
6.9%
GpB
Goldsboro -Urban land complex,
0 to 5 percent slopes
853.3
19.4 %
Le
Lenoir loam
2.3
0.1 %
Ln
Leon fine sand
17.9
0.4%
Ly
Lynchburg fine sandy loam, 0 to
2 percent slopes, Atlantic
Coast Flatwoods
225.8
5.1%
MaC
Mervyn loamy fine sand, 6 to 15
percent slopes
142.9
3.2 %
Mk
Muckalee loam
173.8
3.9%
Mu
Murville fine sand
8.4
0.2%
NoA
Norfolk loamy fine sand, 0 to 2
percent slopes
71.4
1.6 %
NoB
Norfolk loamy fine sand, 2 to 6
percent slopes
272.0
6.2%
On
Onslow loamy fine sand
301.5
6.8 %
Pn
Pantego mucky loam
43.6
1.0%
Pt
Pits
2.5
0.1%
Re
Rains fine sandy loam, 0 to 2
percent slopes, Atlantic Coast
Flatwoods
240.5
5.5 %
St
Stallings loamy fine sand
81.6
1.9%
To
Torhunta fine sandy loam
13.0
0.3 %
Ur
Urban land
415.1
9.4%
W
Water
22.1
0.5%
we
Woodington loamy fine sand
44.7
1.0 %
Totals for Area of Interest
4,408.0
100.0%
11

Custom Soil Resource Report
Map Unit Descriptions
The map units delineated on the detailed soil maps in a soil survey represent the
soils or miscellaneous areas in the survey area. The map unit descriptions, along
with the maps, can be used to determine the composition and properties of a unit.
A map unit delineation on a soil map represents an area dominated by one or more
major kinds of soil or miscellaneous areas. A map unit is identified and named
according to the taxonomic classification of the dominant soils. Within a taxonomic
class there are precisely defined limits for the properties of the soils. On the
landscape, however, the soils are natural phenomena, and they have the
characteristic variability of all natural phenomena. Thus, the range of some
observed properties may extend beyond the limits defined for a taxonomic class.
Areas of soils of a single taxonomic class rarely, if ever, can be mapped without
including areas of other taxonomic classes. Consequently, every map unit is made
up of the soils or miscellaneous areas for which it is named and some minor
components that belong to taxonomic classes other than those of the major soils.
Most minor soils have properties similar to those of the dominant soil or soils in the
map unit, and thus they do not affect use and management. These are called
noncontrasting, or similar, components. They may or may not be mentioned in a
particular map unit description. Other minor components, however, have properties
and behavioral characteristics divergent enough to affect use or to require different
management. These are called contrasting, or dissimilar, components. They
generally are in small areas and could not be mapped separately because of the
scale used. Some small areas of strongly contrasting soils or miscellaneous areas
are identified by a special symbol on the maps. If included in the database for a
given area, the contrasting minor components are identified in the map unit
descriptions along with some characteristics of each. A few areas of minor
components may not have been observed, and consequently they are not
mentioned in the descriptions, especially where the pattern was so complex that it
was impractical to make enough observations to identify all the soils and
miscellaneous areas on the landscape.
The presence of minor components in a map unit in no way diminishes the
usefulness or accuracy of the data. The objective of mapping is not to delineate
pure taxonomic classes but rather to separate the landscape into landforms or
landform segments that have similar use and management requirements. The
delineation of such segments on the map provides sufficient information for the
development of resource plans. If intensive use of small areas is planned, however,
onsite investigation is needed to define and locate the soils and miscellaneous
areas.
An identifying symbol precedes the map unit name in the map unit descriptions.
Each description includes general facts about the unit and gives important soil
properties and qualities.
Soils that have profiles that are almost alike make up a soil series. Except for
differences in texture of the surface layer, all the soils of a series have major
horizons that are similar in composition, thickness, and arrangement.
Soils of one series can differ in texture of the surface layer, slope, stoniness,
salinity, degree of erosion, and other characteristics that affect their use. On the
basis of such differences, a soil series is divided into soil phases. Most of the areas
12

Custom Soil Resource Report
shown on the detailed soil maps are phases of soil series. The name of a soil phase
commonly indicates a feature that affects use or management. For example, Alpha
silt loam, 0 to 2 percent slopes, is a phase of the Alpha series.
Some map units are made up of two or more major soils or miscellaneous areas.
These map units are complexes, associations, or undifferentiated groups.
A complex consists of two or more soils or miscellaneous areas in such an intricate
pattern or in such small areas that they cannot be shown separately on the maps.
The pattern and proportion of the soils or miscellaneous areas are somewhat similar
in all areas. Alpha -Beta complex, 0 to 6 percent slopes, is an example.
An association is made up of two or more geographically associated soils or
miscellaneous areas that are shown as one unit on the maps. Because of present
or anticipated uses of the map units in the survey area, it was not considered
practical or necessary to map the soils or miscellaneous areas separately. The
pattern and relative proportion of the soils or miscellaneous areas are somewhat
similar. Alpha -Beta association, 0 to 2 percent slopes, is an example.
An undifferentiated group is made up of two or more soils or miscellaneous areas
that could be mapped individually but are mapped as one unit because similar
interpretations can be made for use and management. The pattern and proportion
of the soils or miscellaneous areas in a mapped area are not uniform. An area can
be made up of only one of the major soils or miscellaneous areas, or it can be made
up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example.
Some surveys include miscellaneous areas. Such areas have little or no soil
material and support little or no vegetation. Rock outcrop is an example.
13

Custom Soil Resource Report
Onslow County, North Carolina
AuB—Autryville loamy fine sand
Map Unit Setting
National map unit symbol. 3ws3
Elevation: 20 to 160 feet
Mean annual precipitation: 40 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period. 200 to 280 days
Farmland classification: Farmland of statewide importance
Map Unit Composition
Autryville and similar soils: 85 percent
Minor components: 2 percent
Estimates are based on observations, descriptions, and transacts of the mapunit.
Description of Autryville
Setting
Landform: Flats on marine terraces, ridges on marine terraces
Landform position (two-dimensional): Shoulder, summit
Landform position (three-dimensional): Crest
Down -slope shape: Convex
Across -slope shape: Convex
Parent material., Sandy and loamy marine deposits
Typical profile
A - 0 to 5 inches: loamy fine sand
E - 5 to 29 inches: loamy sand
Bt - 29 to 37 inches: sandy loam
E' - 37 to 42 inches: sand
B't - 42 to 80 inches: sandy loam
Properties and qualities
Slope: 0 to 6 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Runoff class: Very low
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.57 to 1.98 in/hr)
Depth to water table: About 48 to 72 inches
Frequency of flooding: None
Frequency of pending: None
Available water storage in profile: Low (about 5.5 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 2s
Hydrologic Soil Group: A
Hydric soil rating., No
Minor Components
Muckalee, undrained
Percent of map unit: 2 percent
14

Custom Soil Resource Report
Landform: Flood plains
Down -slope shape: Concave
Across -slope shape: Linear
Hydric soil rating: Yes
BaB—Baymeade fine sand, 0 to 6 percent slopes
Map Unit Setting
National map unit symbol: 3ws4
Elevation: 20 to 160 feet
Mean annual precipitation: 40 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period., 200 to 280 days
Farmland classification: Farmland of statewide importance
Map Unit Composition
Baymeade and similar soils: 90 percent
Minor components: 8 percent
Estimates are based on observations, descriptions, and transacts of the mapunit.
Description of Baymeade
Setting
Landform: Ridges on marine terraces
Landform position (two-dimensional): Shoulder, summit
Landform position (three-dimensional): Crest
Down -slope shape: Convex
Across -slope shape: Convex
Parent material: Loamy and sandy marine deposits
Typical profile
A - 0 to 2 inches: fine sand
E/Bh - 2 to 30 inches: fine sand
Bt - 30 to 40 inches: fine sandy loam
C - 40 to 80 inches: loamy fine sand
Properties and qualities
Slope: 0 to 6 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Runoff class: Very low
Capacity of the most limiting layer to transmit water (Ksat): High (1.98 to 5.95
in/hr)
Depth to water table: About 48 to 60 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Low (about 3.6 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 3s
15

Custom Soil Resource Report
Hydrologic Soil Group: A
Hydric soil rating: No
Minor Components
Torhunta, undrained
Percent of map unit. 2 percent
Landform: Depressions on stream terraces, flats on marine terraces, carolina
bays on marine terraces
Down -slope shape: Linear
Across -slope shape: Linear
Hydric soil rating: Yes
Leon
Percent of map unit., 2 percent
Landform: Flats on marine terraces
Down -slope shape: Linear
Across -slope shape: Concave
Hydric soil rating: Yes
Murville, undralned
Percent of map unit. 2 percent
Landform: Depressions on marine terraces, flats on marine terraces
Down -slope shape: Concave
Across -slope shape: Concave
Hydric soil rating: Yes
Lynn haven, undrained
Percent of map unit: 2 percent
Landform: Flats on marine terraces
Down -slope shape: Linear
Across -slope shape: Linear
Hydric soil rating: Yes
BmB—Baymeade-Urban land complex, 0 to 6 percent slopes
Map Unit Setting
National map unit symbol: 3ws5
Elevation: 20 to 160 feet
Mean annual precipitation: 40 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period., 200 to 280 days
Farmland classification: Not prime farmland
Map Unit Composition
Baymeade and similar soils: 45 percent
Urban land., 40 percent
Minor components: 8 percent
Estimates are based on observations, descriptions, and transacts of the mapunit.
IN

Custom Soil Resource Report
Description of Baymeade
Setting
Landform: Ridges on marine terraces
Landform position (two-dimensional): Shoulder, summit
Landform position (three-dimensional): Crest
Down -slope shape: Convex
Across -slope shape: Convex
Parent material: Loamy and sandy marine deposits
Typical profile
A - 0 to 2 inches: fine sand
E/Bh - 2 to 30 inches: fine sand
Bt - 30 to 40 inches: fine sandy loam
C - 40 to 80 inches: loamy fine sand
Properties and qualities
Slope: 0 to 6 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Runoff class: Very low
Capacity of the most limiting layer to transmit water (Ksat): High (1.98 to 5.95
in/hr)
Depth to water table: About 48 to 60 inches
Frequency of flooding: None
Frequency of pending: None
Available water storage in profile: Low (about 3.6 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 3s
Hydrologic Soil Group: A
Hydric soil rating: No
Description of Urban Land
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 8
Hydric soil rating: No
Minor Components
Lynn haven, undralned
Percent of map unit: 2 percent
Landform: Flats on marine terraces
Down -slope shape: Linear
Across -slope shape: Linear
Hydric soil rating: Yes
Murville, undrained
Percent of map unit: 2 percent
Landform: Depressions on marine terraces, flats on marine terraces
Down -slope shape: Concave
Across -slope shape: Concave
Hydric soil rating: Yes
Will

Custom Soil Resource Report
Torhunta,undrained
Percent of map unit. 2 percent
Landform: Carolina bays on marine terraces, depressions on stream terraces,
flats on marine terraces
Down -slope shape: Linear
Across -slope shape: Linear
Hydric soil rating: Yes
Leon
Percent of map unit. 2 percent
Landform: Flats on marine terraces
Down -slope shape: Linear
Across -slope shape: Concave
Hydric soil rating: Yes
CrB—Craven fine sandy loam, 1 to 4 percent slopes
Map Unit Setting
National map unit symbol: 3ws9
Elevation: 20 to 160 feet
Mean annual precipitation: 40 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period. 200 to 280 days
Farmland classification: All areas are prime farmland
Map Unit Composition
Craven and similar soils: 85 percent
Minor components: 6 percent
Estimates are based on observations, descriptions, and transacts of the mapunit.
Description of Craven
Setting
Landform: Ridges on marine terraces, flats on marine terraces
Landform position (two-dimensional): Shoulder, summit
Landform position (three-dimensional): Crest
Down -slope shape: Convex
Across -slope shape: Convex
Parent material: Clayey marine deposits
Typical profile
Ap - 0 to 7 inches: fine sandy loam
E - 7 to 9 inches: fine sandy loam
tat - 9 to 54 inches: clay
C - 54 to 80 inches: sandy loam
Properties and qualities
Slope: 1 to 4 percent
Depth to restrictive feature: More than 80 inches
18

Custom Soil Resource Report
Natural drainage class: Moderately well drained
Runoff class: Low
Capacity of the most limiting layer to transmit water (Ksat): Moderately low to
moderately high (0.06 to 0.20 in/hr)
Depth to water table: About 24 to 36 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 8.2 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 3e
Hydrologic Soil Group: D
Hydric soil rating: No
Minor Components
Bibb, undrained
Percent of map unit: 3 percent
Landform: Flood plains
Landform position (two-dimensional): Toeslope
Down -slope shape: Concave
Across -slope shape: Linear
Hydric soil rating: Yes
Johnston, undrained
Percent of map unit. 2 percent
Landform: Flood plains
Down -slope shape: Concave
Across -slope shape: Linear
Hydric soil rating: Yes
Muckalee, undrained
Percent of map unit: 1 percent
Landform: Flood plains
Down -slope shape: Concave
Across -slope shape: Linear
Hydric soil rating: Yes
CrC—Craven fine sandy loam, 4 to 8 percent slopes
Map Unit Setting
National map unit symbol: 3wsb
Elevation: 20 to 160 feet
Mean annual precipitation: 40 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period: 200 to 280 days
Farmland classification: Farmland of statewide importance
Map Unit Composition
Craven and similar soils: 80 percent
19

Custom Soil Resource Report
Minor components: 6 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Craven
Setting
Landform: Ridges on marine terraces
Landform position (two-dimensional): Shoulder
Down -slope shape: Convex
Across -slope shape: Convex
Parent material: Clayey marine deposits
Typical profile
Ap - 0 to 7 inches: fine sandy loam
E - 7 to 9 inches: fine sandy loam
Bt - 9 to 54 inches: clay
C - 54 to 80 inches: sandy loam
Properties and qualities
Slope: 4 to 8 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Moderately well drained
Runoff class: Medium
Capacity of the most limiting layer to transmit water (Ksat): Moderately low to
moderately high (0.06 to 0.20 in/hr)
Depth to water table: About 24 to 36 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 8.2 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 4e
Hydrologic Soil Group: D
Hydric soil rating: No
Minor Components
Bibb, undrained
Percent of map unit: 3 percent
Landform: Flood plains
Landform position (two-dimensional): Toeslope
Down -slope shape: Concave
Across -slope shape: Linear
Hydric soil rating: Yes
Johnston, undrained
Percent of map unit. 2 percent
Landform: Flood plains
Down -slope shape: Concave
Across -slope shape: Linear
Hydric soil rating: Yes
Muckalee, undrained
Percent of map unit. 1 percent
Landform: Flood plains
Down -slope shape: Concave
Across -slope shape: Linear
20

Custom Soil Resource Report
Hydric soil rating: Yes
Da—Dorovan muck
Map Unit Setting
National map unit symbol., 3wsd
Elevation: 20 to 160 feet
Mean annual precipitation: 40 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period., 200 to 280 days
Farmland classification: Not prime farmland
Map Unit Composition
Dorovan and similar soils: 80 percent
Estimates are based on observations, descriptions, and transacts of the mapunit.
Description of Dorovan
Setting
Landform: Flood plains
Down -slope shape: Linear
Across -slope shape: Linear
Parent material: Woody organic material
Typical profile
Oe - 0 to 5 inches: muck
Oa - 5 to 85 inches: muck
2Cg - 85 to 95 inches: loamy sand
Properties and qualities
Slope: 0 to 1 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Very poorly drained
Runoff class: Negligible
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.57 to 1.98 in/hr)
Depth to water table: About 0 inches
Frequency of flooding: Frequent
Frequency ofponding: Frequent
Available water storage in profile: Very high (about 13.8 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 7w
Hydrologic Soil Group: B/D
Hydric soil rating: Yes
21

Custom Soil Resource Report
FoA—Foreston loamy fine sand, 0 to 2 percent slopes
Map Unit Setting
National map unit symbol., 3wsg
Elevation: 20 to 160 feet
Mean annual precipitation: 40 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period. 200 to 280 days
Farmland classification: Farmland of statewide importance
Map Unit Composition
Foreston and similar soils: 80 percent
Minor components: 5 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Foreston
Setting
Landform: Broad interstream divides on marine terraces, flats on marine terraces
Down -slope shape: Linear
Across -slope shape: Convex
Parent material: Loamy and sandy marine deposits
Typical profile
A - 0 to 6 inches: loamy fine sand
E - 6 to 12 inches: loamy fine sand
Bt - 12 to 40 inches: fine sandy loam
E' - 40 to 51 inches: sand
Btg - 51 to 85 inches: fine sandy loam
C - 85 to 90 inches: loamy fine sand
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Moderately well drained
Runoff class: Very low
Capacity of the most limiting layer to transmit water (Ksat): Moderately low to high
(0.06 to 1.98 in/hr)
Depth to water table: About 24 to 42 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 6.0 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 2w
Hydrologic Soil Group: B
Hydric soil rating: No
NQ

Custom Soil Resource Report
Minor Components
Woodington, undrained
Percent of map unit: 5 percent
Landform: Flats on marine terraces, depressions on marine terraces, broad
interstream divides on marine terraces
Down -slope shape: Linear
Across -slope shape: Concave
Hydric soil rating: Yes
GoA—Goldsboro fine sandy loam, 0 to 2 percent slopes
Map Unit Setting
National map unit symbol: 2v74z
Elevation: 20 to 160 feet
Mean annual precipitation: 40 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period., 200 to 280 days
Farmland classification: All areas are prime farmland
Map Unit Composition
Goldsboro and similar soils: 87 percent
Minor components: 13 percent
Estimates are based on observations, descriptions, and transacts of the mapunit.
Description of Goldsboro
Setting
Landform: Broad interstream divides on marine terraces, flats on marine terraces
Landform position (three-dimensional): Talf
Down -slope shape: Linear
Across -slope shape: Linear
Parent material. Loamy marine deposits
Typical profile
Ap - 0 to 10 inches:
fine sandy loam
E - 10 to 14 inches:
fine sandy loam
Bt - 14 to 46 inches:
sandy clay loam
Big - 46 to 63 inches: sandy clay loam
C - 63 to 80 inches:
sandy loam
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Moderately well drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.57 to 1.98 in/hr)
Depth to water table: About 0 inches
Frequency of flooding: None
Frequency of pending: None
23

Custom Soil Resource Report
Available water storage in profile: Moderate (about 8.1 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 2w
Hydrologic Soil Group: AID
Hydric soil rating: No
Minor Components
Norfolk
Percent of map unit., 7 percent
Landform: Flats on marine terraces, broad interstream divides on marine terraces
Landform position (three-dimensional): Talf
Down -slope shape: Linear, convex
Across -slope shape: Linear, convex
Hydric soil rating: No
Lynchburg
Percent of map unit. 6 percent
Landform: Flats on marine terraces, broad interstream divides on marine terraces
Landform position (three-dimensional): Talf
Down -slope shape: Linear
Across -slope shape: Linear
Hydric soil rating: No
GpB—Goldsboro-Urban land complex, 0 to 5 percent slopes
Map Unit Setting
National map unit symbol., 3wsj
Elevation: 20 to 160 feet
Mean annual precipitation: 40 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period., 200 to 280 days
Farmland classification: Not prime farmland
Map Unit Composition
Goldsboro and similar soils: 50 percent
Urban land., 30 percent
Estimates are based on observations, descriptions, and transacts of the mapunit.
Description of Goldsboro
Setting
Landform: Broad interstream divides on marine terraces, flats on marine terraces
Landform position (two-dimensional): Summit
Down -slope shape: Linear
Across -slope shape: Linear
Parent material: Loamy marine deposits
24

Custom Soil Resource Report
Typical profile
Ap - 0 to 7 inches: fine sandy loam
E - 7 to 13 inches: fine sandy loam
Bt - 13 to 40 inches: sandy clay loam
Big - 40 to 80 inches: sandy clay loam
Properties and qualities
Slope: 0 to 6 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Moderately well drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.57 to 1.98 in/hr)
Depth to water table: About 24 to 36 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 8.1 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 2e
Hydrologic Soil Group: B
Hydric soil rating: No
Description of Urban Land
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 8
Hydric soil rating: No
Le —Lenoir loam
Map Unit Setting
National map unit symbol., 3wsn
Elevation: 20 to 160 feet
Mean annual precipitation: 40 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period: 200 to 280 days
Farmland classification: Farmland of statewide importance
Map Unit Composition
Lenoir, drained, and similar soils: 80 percent
Lenoir, undrained, and similar soils: 10 percent
Minor components: 8 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Lenoir, Drained
Setting
Landform: Terraces, flats on broad interstream divides
25

Custom Soil Resource Report
Down -slope shape: Linear
Across -slope shape: Linear
Parent material., Clayey marine deposits
Typical profile
Ap - 0 to 3 inches: loam
E - 3 to 8 inches: loam
Bt - 8 to 63 inches: clay
BCg - 63 to 80 inches: sandy clay
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Somewhat poorly drained
Runoff class: Medium
Capacity of the most limiting layer to transmit water (Ksat): Moderately low to
moderately high (0.06 to 0.20 in/hr)
Depth to water table: About 12 to 30 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 7.6 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 2w
Hydrologic Soil Group: CID
Hydric soil rating: No
Description of Lenoir, Undrained
Setting
Landform: Flats on broad interstream divides, terraces
Down -slope shape: Linear
Across -slope shape: Linear
Parent material: Clayey marine deposits
Typical profile
A - 0 to 3 inches: loam
E - 3 to 8 inches: loam
Bt - 8 to 63 inches: clay
BCg - 63 to 80 inches: sandy clay
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Somewhat poorly drained
Runoff class: Medium
Capacity of the most limiting layer to transmit water (Ksat): Moderately low to
moderately high (0.06 to 0.20 in/hr)
Depth to water table: About 12 to 30 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 7.6 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 3w
Hydrologic Soil Group: CID
26

Custom Soil Resource Report
Hydric soil rating: No
Minor Components
Leaf, undrained
Percent of map unit., 5 percent
Landform: Flats on broad interstream divides, terraces
Down -slope shape: Linear
Across -slope shape: Linear
Hydric soil rating: Yes
Bethera, undrained
Percent of map unit., 2 percent
Landform: Flats, depressions
Down -slope shape: Concave
Across -slope shape: Concave
Hydric soil rating: Yes
Tomotley, undrained
Percent of map unit: 1 percent
Landform: Flats on marine terraces, depressions on marine terraces
Down -slope shape: Linear
Across -slope shape: Linear
Hydric soil rating: Yes
Ln—Leon fine sand
Map Unit Setting
National map unit symbol., 3wsp
Elevation: 20 to 160 feet
Mean annual precipitation: 40 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period., 200 to 280 days
Farmland classification: Farmland of unique importance
Map Unit Composition
Leon and similar soils: 80 percent
Minor components: 5 percent
Estimates are based on observations, descriptions, and transacts of the mapunit.
Description of Leon
Setting
Landform: Flats on marine terraces
Down -slope shape: Linear
Across -slope shape: Concave
Parent material: Sandy fluviomarine deposits and/or eolian sands
Typical profile
A - 0 to 5 inches: fine sand
27

Custom Soil Resource Report
E - 5 to 17 inches: fine sand
Bh - 17 to 51 inches: fine sand
E' - 51 to 59 inches: fine sand
B'h - 59 to 95 inches: fine sand
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Poorly drained
Runoff class: Very high
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.20 to 1.98 in/hr)
Depth to water table: About 0 to 12 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Low (about 4.0 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 4w
Hydrologic Soil Group: A/D
Hydric soil rating: Yes
Minor Components
Murville, undrained
Percent of map unit. 5 percent
Landform: Depressions on marine terraces, flats on marine terraces
Down -slope shape: Concave
Across -slope shape: Concave
Hydric soil rating: Yes
Ly—Lynchburg fine sandy loam, 0 to 2 percent slopes, Atlantic Coast
Flatwoods
Map Unit Setting
National map unit symbol: 2vx8k
Elevation: 0 to 100 feet
Mean annual precipitation: 40 to 55 inches
Mean annual air temperature: 64 to 70 degrees F
Frost -free period: 200 to 310 days
Farmland classification: Prime farmland if drained
Map Unit Composition
Lynchburg and similar soils: 82 percent
Minor components: 18 percent
Estimates are based on observations, descriptions, and transacts of the mapunit.
W

Custom Soil Resource Report
Description of Lynchburg
Setting
Landform: Marine terraces
Landform position (three-dimensional): Tread
Down -slope shape: Linear
Across -slope shape: Linear
Parent material. Loamy marine deposits
Typical profile
Ap - 0 to 6 inches: fine sandy loam
E - 6 to 13 inches: fine sandy loam
Bt - 13 to 21 inches: sandy clay loam
Btg - 21 to 45 inches: sandy clay loam
BCg - 45 to 63 inches: sandy clay loam
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Somewhat poorly drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.57 to 1.98 in/hr)
Depth to water table: About 6 to 18 inches
Frequency of flooding: None
Frequency ofponding: None
Available water storage in profile: Low (about 5.1 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 2w
Hydrologic Soil Group: B/D
Hydric soil rating: No
Minor Components
Goldsboro
Percent of map unit: 8 percent
Landform: Flats on marine terraces, broad interstream divides on marine terraces
Landform position (three-dimensional): Talf
Down -slope shape: Linear
Across -slope shape: Linear
Hydric soil rating: No
Rains, drained
Percent of map unit. 5 percent
Landform: Broad interstream divides on marine terraces, carolina bays on marine
terraces, flats on marine terraces
Landform position (three-dimensional): Dip, tall
Down -slope shape: Linear
Across -slope shape: Linear
Hydric soil rating: Yes
Rains, undrained
Percent of map unit., 5 percent
Landform: Carolina bays on marine terraces, flats on marine terraces, broad
interstream divides on marine terraces
Landform position (three-dimensional): Dip, tall
29

Custom Soil Resource Report
Down -slope shape: Linear
Across -slope shape: Linear
Hydric soil rating: Yes
MaC—Marvyn loamy fine sand, 6 to 15 percent slopes
Map Unit Setting
National map unit symbol: 3wsr
Elevation: 20 to 160 feet
Mean annual precipitation: 40 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period., 200 to 280 days
Farmland classification: Farmland of statewide importance
Map Unit Composition
Mervyn and similar soils: 80 percent
Minor components: 5 percent
Estimates are based on observations, descriptions, and transacts of the mapunit.
Description of Marvyn
Setting
Landform: Ridges on marine terraces
Landform position (two-dimensional): Shoulder, backslope
Down -slope shape: Convex
Across -slope shape: Convex
Parent material: Loamy and clayey marine deposits
Typical profile
Ap - 0 to 4 inches: loamy fine sand
E - 4 to 12 inches: loamy fine sand
Bt - 12 to 45 inches: sandy clay loam
Cg - 45 to 80 inches: sandy clay loam
Properties and qualities
Slope: 6 to 15 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Runoff class: Medium
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.20 to 1.98 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 7.7 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirdgated): 4e
Hydrologic Soil Group: B
Hydric soil rating: No

Custom Soil Resource Report
Minor Components
Muckalee, undrained
Percent of map unit. 5 percent
Landform: Flood plains
Down -slope shape: Concave
Across -slope shape: Linear
Hydric soil rating: Yes
Mk—Muckalee loam
Map Unit Setting
National map unit symbol: 3wst
Elevation: 20 to 160 feet
Mean annual precipitation: 40 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period: 200 to 280 days
Farmland classification: Not prime farmland
Map Unit Composition
Muckalee, undrained, and similar soils: 80 percent
Estimates are based on observations, descriptions, and transacts of the mapunit.
Description of Muckalee, Undrained
Setting
Landform: Flood plains
Down -slope shape: Concave
Across -slope shape: Linear
Parent material., Sandy and loamy alluvium
Typical profile
A - 0 to 24 inches: loam
Cg - 24 to 80 inches: sandy loam
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Poorly drained
Runoff class: Negligible
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.57 to 1.98 in/hr)
Depth to water table: About 0 to 12 inches
Frequency of flooding: Frequent
Frequency of ponding: None
Available water storage in profile: Moderate (about 6.5 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 5w
31

Custom Soil Resource Report
Hydrologic Soil Group: B/D
Hydric soil rating: Yes
Mu—Murville fine sand
Map Unit Setting
National map unit symbol. 3wsv
Elevation: 20 to 160 feet
Mean annual precipitation: 40 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period., 200 to 280 days
Farmland classification: Farmland of unique importance
Map Unit Composition
Murville, undrained,_and _similar soils., 80 percent
Murville, drained, and similar soils: 10 percent
Estimates are based on observations, descriptions, and transacts of the mapunit.
Description of Murville, Undrained
Setting
Landform: Depressions on marine terraces, flats on marine terraces
Down -slope shape: Concave
Across -slope shape: Concave
Parent material., Sandy fluviomarine deposits and/or eolian sands
Typical profile
A - 0 to 8 inches: fine sand
Bh - 8 to 45 inches: fine sand
C - 45 to 80 inches: fine sand
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Very poorly drained
Runoff class: Negligible
Capacity of the most limiting layer to transmit water (Ksat): High (1.98 to 5.95
in/hr)
Depth to water table: About 0 inches
Frequency of flooding: None
Frequency of ponding: Frequent
Available water storage in profile: Low (about 4.8 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 5w
Hydrologic Soil Group: A/D
Hydric soil rating: Yes
Description of Murville, Drained
Setting
Landform: Depressions on marine terraces, flats on marine terraces
32

Custom Soil Resource Report
Down -slope shape: Concave
Across -slope shape: Concave
Parent material. Sandy fluviomarine deposits and/or eolian sands
Typical profile
A - 0 to 8 inches: fine sand
Bh - 8 to 45 inches: fine sand
C - 45 to 80 inches: fine sand
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Very poorly drained
Runoff class: Negligible
Capacity of the most limiting layer to transmit water (Ksat): High (1.98 to 5.95
in/hr)
Depth to water table: About 0 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Low (about 4.8 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 3w
Hydrologic Soil Group: A/D
Hydric soil rating: Yes
NoA—Norfolk loamy fine sand, 0 to 2 percent slopes
Map Unit Setting
National map unit symbol: 3wsz
Elevation: 20 to 160 feet
Mean annual precipitation: 40 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period. 200 to 280 days
Farmland classification: All areas are prime farmland
Map Unit Composition
Norfolk and similar soils: 85 percent
Estimates are based on observations, descriptions, and transacts of the mapunit.
Description of Norfolk
Setting
Landform: Broad interstream divides on marine terraces, ridges on marine
terraces
Down, -slope shape: Convex
Across -slope shape: Convex
Parent material: Loamy marine deposits
33

Custom Soil Resource Report
Typical profile
Ap - 0 to 14 inches: loamy fine sand
Bt - 14 to 56 inches: sandy clay loam
BC - 56 to 80 inches: sandy clay loam
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Runoff class: Low
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.57 to 1.98 in/hr)
Depth to water table: About 40 to 72 inches
Frequency of flooding: None
Frequency ofponding: None
Available water storage in profile: Moderate (about 7.7 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 1
Hydrologic Soil Group: A
Hydric soil rating: No
NoB—Norfolk loamy fine sand, 2 to 6 percent slopes
Map Unit Setting
National map unit symbol: 3wt0
Elevation: 20 to 160 feet
Mean annual precipitation: 40 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period. 200 to 280 days
Farmland classification: All areas are prime farmland
Map Unit Composition
Norfolk and similar soils: 85 percent
Minor components: 4 percent
Estimates are based on observations, descriptions, and transacts of the mapunit.
Description of Norfolk
Setting
Landform: Broad interstream divides on marine terraces, ridges on marine
terraces
Landform position (two-dimensional): Shoulder, summit
Landform position (three-dimensional): Crest
Down -slope shape: Convex
Across -slope shape: Convex
Parent material: Loamy marine deposits
Typical profile
Ap - 0 to 14 inches: loamy fine sand
Bt - 14 to 56 inches: sandy clay loam
34

Custom Soil Resource Report
BG - 56 to 80 inches: sandy clay loam
Properties and qualities
Slope: 2 to 6 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Runoff class: Low
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.57 to 1.98 in/hr)
Depth to water table: About 40 to 72 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 7.7 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 2e
Hydrologic Soil Group: A
Hydric soil rating: No
Minor Components
Woodington, undralned
Percent of map unit: 3 percent
Landform: Depressions on marine terraces, broad interstream divides on marine
terraces, flats on marine terraces
Down -slope shape: Linear
Across -slope shape: Concave
Hydric soil rating: Yes
Muckalee, undrained
Percent of map unit. 1 percent
Landform: Flood plains
Down -slope shape: Concave
Across -slope shape: Linear
Hydric soil rating: Yes
On—Onslow loamy fine sand
Map Unit Setting
National map unit symbol., 3wt1
Elevation: 20 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period: 200 to 280 days
Farmland classification: All areas are prime farmland
Map Unit Composition
Onslow and similar soils: 90 percent
Minor components: 5 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
35

Custom Soil Resource Report
Description of OnslOw
Setting
Landform: Broad interstream divides on marine terraces, flats on marine terrace
Down -slope shape: Linear
Across -slope shape: Linear
Parent material: Loamy and sandy marine deposits
Typical profile
A - 0 to 4 inches: loamy fine an sand
E/Bh - 4 to 20 inches: loamy fine
Bt - 20 to 68 inches: sandy clay loam
Cg - 68 to 80 inches: sandy loam
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive 0 inches
Natural drainagefeature: re than 8
class: Moderately well drained
Runoff class: Low
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.57 to 1.98 inlhr)
Depth to water table: About 18 to 36 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 7.8 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 2w
Hydrologic Soil Group: A
Hydric soil rating: No
Minor Components
Rains, undrained
Percent of map unit., 5 percent
Landform: Flats on marine terraces, carolina bays on marine terraces, broad
interstream divides on marine terraces
Landform position (two-dimensional): Summit
Down -slope shape: Linear
Across -slope shape: Linear
Hyddc soil rating: Yes
Pn—Pantego mucky loam
Map Unit Setting
National map unit symbol: 3wt3
Elevation: 20 to 160 feet
Mean annual precipitation: 40 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Z:t

Custom Soil Resource Report
Frost -free period., 200 to 280 days
Farmland classification: Prime farmland if drained
Map Unit Composition
Pantego, drained, and similar soils: 80 percent
Pantego, undrained, and similar soils: 10 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Pantego, Drained
Setting
Landform: Broad interstream divides on marine terraces, flats on marine terraces
Down -slope shape: Linear
Across -slope shape: Concave
Parent material., Loamy marine deposits
Typical profile
A - 0 to 14 inches: mucky loam
E - 14 to 23 inches: sandy clay loam
Big - 23 to 80 inches: sandy clay loam
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Very poorly drained
Runoff class: Very high
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.57 to 1.98 in/hr)
Depth to water table: About 0 to 12 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: High (about 11.6 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 3w
Hydrologic Soil Group: AID
Hydric soil rating: Yes
Description of Pantego, Undrained
Setting
Landform: Flats on marine terraces, broad interstream divides on marine terraces
Down -slope shape: Linear
Across -slope shape: Concave
Parent material. Loamy marine deposits
Typical profile
A - 0 to 14 inches: mucky loam
E - 14 to 23 inches: sandy clay loam
Big - 23 to 80 inches: sandy clay loam
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Very poorly drained
Runoff class: Very high
01A

Custom Soil Resource Report
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.57 to 1.98 in/hr)
Depth to water table: About 0 to 12 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: High (about 11.6 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 6w
Hydrologic Soil Group: A/D
Hydric soil rating: Yes
Pt —Pits
Map Unit Setting
National map unit symbol., 3wt4
Elevation: 20 to 160 feet
Mean annual precipitation: 40 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period: 200 to 280 days
Farmland classification: Not prime farmland
Map Unit Composition
Pits, sand: 100 percent
Estimates are based on observations, descriptions, and transacts of the mapunit.
Description of Pits, Sand
Setting
Parent material: Sandy fluviomarine deposits
Typical profile
Cl - 0 to 10 inches: sand
C2 - 10 to 80 inches: sand
Properties and qualities
Slope: 0 to 3 percent
Runoff class: Very low
Capacity of the most limiting layer to transmit water (Ksat): High to very high (5.95
to 39.96 in/hr)
Depth to water table: About 0 to 6 inches
Available water storage in profile: Very low (about 2.4 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 8s
Hydric soil rating: No
91.1

Custom Soil Resource Report
Ra—Rains fine sandy loam, 0 to 2 percent slopes, Atlantic Coast
Flatwoods
Map Unit Setting
National map unit symbol., 2tn9g
Elevation: 20 to 160 feet
Mean annual precipitation: 40 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period: 200 to 280 days
Farmland classification: Prime farmland if drained
Map Unit Composition
Rains, undrained, and similar soils: 70 percent
Rains, drained, and similar soils: 16 percent
Minor components: 14 percent
Estimates are based on observations, descriptions, and transacts of the mapunit.
Description of Rains, Undrained
Setting
Landform: Carolina bays on marine terraces, broad interstream divides on marine
terraces, flats on marine terraces
Landform position (three-dimensional): Dip, tall
Down -slope shape: Linear
Across -slope shape: Linear
Parent material. Loamy marine deposits
Typical profile
Ap - 0 to 7 inches: fine sandy loam
Eg - 7 to 16 inches: fine sandy loam
Btg - 16 to 41 inches: sandy clay loam
BCg - 41 to 66 inches: sandy clay loam
Cg - 66 to 80 inches: sandy clay loam
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Poorly drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.20 to 1.98 in/hr)
Depth to water table: About 0 to 12 inches
Frequency of flooding: None
Frequency ofponding: None
Available water storage in profile: High (about 9.6 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 4w
Hydrologic Soil Group: B/D
Hydric soil rating: Yes
39

Custom Soil Resource Report
Description of Rains, Drained
Setting
Landform: Carolina bays on marine terraces, broad interstream divides on marine
terraces, flats on marine terraces
Landform position (three-dimensional): Dip, tall
Down -slope shape: Linear
Across -slope shape: Linear
Parent material. Loamy marine deposits
Typical profile
Ap - 0 to 7 inches: fine sandy loam
Eg - 7 to 16 inches: fine sandy loam
Btg - 16 to 41 inches: sandy clay loam
BCg - 41 to 66 inches: sandy clay loam
Cg - 66 to 80 inches: sandy clay loam
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Poorly drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.20 to 1.98 in/hr)
Depth to water table: About 24 to 36 inches
Frequency of flooding: None
Frequency of pending: None
Available water storage in profile: High (about 9.6 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 3w
Hydrologic Soil Group: B/D
Hydric soil rating: Yes
Minor Components
Lynchburg
Percent of map unit: 8 percent
Landform: Flats on marine terraces, broad interstream divides on marine terraces
Landform position (three-dimensional): Talf
Down -slope shape: Linear
Across -slope shape: Linear
Hydric soil rating: No
Pantego, ponded
Percent of map unit., 6 percent
Landform: Broad interstream divides, flats
Landform position (three-dimensional): Talf
Down -slope shape: Linear
Across -slope shape: Concave
Hydric soil rating: Yes

Custom Soil Resource Report
St —Stallings loamy fine sand
Map Unit Setting
National map unit symbol: 3wt6
Elevation: 20 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period: 200 to 280 days
Farmland classification: Farmland of statewide importance
Map Unit Composition
Stallings, drained, and similar soils: 80 percent
Stallings, undrained, and similar soils: 10 percent
Minor components: 7 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Stallings, Drained
Setting
Landform: Flats on marine terraces, broad interstream divides on marine terraces
Down -slope shape: Concave
Across -slope shape: Linear
Parent material: Loamy and sandy marine deposits
Typical profile
A - 0 to 8 inches: loamy sand
E - 8 to 12 inches: loamy sand
Btg - 12 to 42 inches: sandy loam
BCg - 42 to 80 inches: loamy sand
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Somewhat poorly drained
Runoff class: Very low
Capacity of the most limiting layer to transmit water (Ksat): High (1.98 to 5.95
in/hr)
Depth to water table: About 12 to 30 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 7.0 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 2w
Hydrologic Soil Group: A/D
Hyddc soil rating: No
41

Custom Soil Resource Report
Description of Stallings, Undrained
Setting
Landform: Flats on marine terraces, broad interstream divides on marine terraces
Down -slope shape: Concave
Across -slope shape: Linear
Parent material. Loamy and sandy marine deposits
Typical profile
A - 0 to 8 inches: loamy sand
E - 8 to 12 inches: loamy sand
B - 12 to 42 inches: sandy loam
BC - 42 to 80 inches: loamy sand
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Somewhat poorly drained
Runoff class: Very low
Capacity of the most limiting layer to transmit water (Ksat): High (1.98 to 5.95
in/hr)
Depth to water table: About 12 to 30 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 7.0 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 3w
Hydrologic Soil Group: A/D
Hydric soil rating: No
Minor Components
Woodington, undrained
Percent of map unit. 5 percent
Landform: Broad interstream divides on marine terraces, flats on marine terraces,
depressions on marine terraces
Down -slope shape: Linear
Across -slope shape: Concave
Hydric soil rating: Yes
Rains, undrained
Percent of map unit: 2 percent
Landform: Carolina bays on marine terraces, broad interstream divides on marine
terraces, flats on marine terraces
Landform position (two-dimensional): Summit
Down -slope shape: Linear
Across -slope shape: Linear
Hydric soil rating: Yes
42

Custom Soil Resource Report
To—Torhunta fine sandy loam
Map Unit Setting
National map unit symbol. 3wt7
Elevation: 20 to 160 feet
Mean annual precipitation: 40 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period., 200 to 280 days
Farmland classification: Prime farmland if drained
Map Unit Composition
Torhunta, drained, and similar soils: 80 percent
Torhunta, undrained, and similar soils: 10 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Torhunta, Drained
Setting
Landform: Carolina bays on marine terraces, depressions on stream terraces,
flats on marine terraces
Down -slope shape: Linear
Across -slope shape: Linear
Parent material., Sandy and loamy alluvium and/or fluviomarine deposits
Typical profile
Ap - 0 to 12 inches: mucky fine sandy loam
lag - 12 to 37 inches: fine sandy loam
Cg - 37 to 80 inches: loamy sand
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Very poorly drained
Runoff class: Very high
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.57 to 5.95 in/hr)
Depth to water table: About 0 to 12 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Low (about 5.5 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 3w
Hydrologic Soil Group: AID
Hydric soil rating: Yes
43

Custom Soil Resource Report
Description of Torhunta, Undrained
Setting
Landform: Carolina bays on marine terraces, depressions on stream terraces,
flats on marine terraces
Down -slope shape: Linear
Across -slope shape: Linear
Parent material: Sandy and loamy alluvium and/or fluviomarine deposits
Typical profile
A - 0 to 12 inches: mucky fine sandy loam
Bg - 12 to 37 inches: fine sandy loam
Cg - 37 to 80 inches: loamy sand
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Very poorly drained
Runoff class: Very high
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.57 to 5.95 in/hr)
Depth to water table: About 0 to 12 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Low (about 5.5 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 6w
Hydrologic Soil Group: A/D
Hydric soil rating: Yes
L11Pa1117-Ti RM
Map Unit Composition
Urban land: 90 percent
Estimates are based on observations, descriptions, and transacts of the mapunit.
Description of Urban Land
Setting
Down -slope shape: Linear
Across -slope shape: Linear
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 8
Hydric soil rating: No
44

Custom Soil Resource Report
W—Water
Map Unit Composition
Water: 100 percent
Estimates are based on observations, descriptions, and transacts of the mapunit.
Description of Water
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 8w
Hydric soil rating: No
Wo-Woodington loamy fine sand
Map Unit Setting
National map unit symbol., 3wtf
Elevation: 20 to 160 feet
Mean annual precipitation: 40 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period., 200 to 280 days
Farmland classification: Farmland of statewide importance
Map Unit Composition
Woodington, drained, and similar soils: 80 percent
Woodington, undrained, and similar soils: 10 percent
Estimates are based on observations, descriptions, and transacts of the mapunit.
Description of Woodington, Drained
Setting
Landform: Flats on marine terraces, depressions on marine terraces, broad
interstream divides on marine terraces
Down -slope shape: Linear
Across -slope shape: Concave
Parent material: Loamy marine deposits
Typical profile
Ap - 0 to 6 inches: loamy fine sand
E - 6 to 12 inches: loamy fine sand
Btg - 12 to 65 inches: fine sandy loam
Cg - 65 to 80 inches: sandy loam
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Poorly drained
Runoff class., Very high
45

Custom Soil Resource Report
Capacity of the most limiting layer to transmit water (Ksat): High (1.98 to 5.95
in/hr)
Depth to water table: About 0 to 12 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 7.5 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrgated): 3w
Hydrologic Soil Group: A/D
Hydric soil rating: Yes
Description of Woodington, Undrained
Setting
Landform: Flats on marine terraces, depressions on marine terraces, broad
interstream divides on marine terraces
Down -slope shape: Linear
Across -slope shape: Concave
Parent material., Loamy marine deposits
Typical profile
A - 0 to 6 inches: loamy fine sand
E - 6 to 12 inches: loamy fine sand
Btg - 12 to 65 inches: fine sandy loam
Cg - 65 to 80 inches: sandy loam
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Poorly drained
Runoff class: Very high
Capacity of the most limiting layer to transmit water (Ksat): High (1.98 to 5.95
in/hr)
Depth to water table: About 0 to 12 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 7.5 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 6w
Hydrologic Soil Group: A/D
Hydric soil rating: Yes

References
American Association of State Highway and Transportation Officials (AASHTO).
2004. Standard specifications for transportation materials and methods of sampling
and testing. 24th edition.
American Society for Testing and Materials (ASTM). 2005. Standard classification of
soils for engineering purposes. ASTM Standard D2487-00.
Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of
wetlands and deep -water habitats of the United States. U.S. Fish and Wildlife
Service FWS/OBS-79/31,
Federal Register. July 13, 1994. Changes in hydric soils of the United States.
Federal Register. September 18, 2002. Hydric soils of the United States.
Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric
soils in the United States.
National Research Council. 1995. Wetlands: Characteristics and boundaries.
Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service.
U.S. Department of Agriculture Handbook 18. http://www.nres.usda.gov/wps/portal/
n res/detail/nationa I/soils/?cid=n res 142p2_054262
Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for
making and interpreting soil surveys. 2nd edition. Natural Resources Conservation
Service, U.S. Department of Agriculture Handbook 436. http://
www. n res. usda.gov/wps/portal/n res/detai I/national/soi I s/?cid=nres 142 p2_053577
Soil Survey Staff. 2010. Keys to soil taxonomy. 11th edition. U.S. Department of
Agriculture, Natural Resources Conservation Service. http://
www. n res. usda. g ov/wps/porta I/nres/detail/n ation a I/soi Is/?cid=n res l 42p2_053580
Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and
Delaware Department of Natural Resources and Environmental Control, Wetlands
Section.
United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of
Engineers wetlands delineation manual. Waterways Experiment Station Technical
Report Y-87-1.
United States Department of Agriculture, Natural Resources Conservation Service.
National forestry manual. http://www.nrGs.usda.gov/wps/portal/nres/detail/soils/
ho me/?cid=n res 142p2_053374
United States Department of Agriculture, Natural Resources Conservation Service.
National range and pasture handbook. http://www.nres.usda.gov/wps/portal/nres/
deta it/n ational/la ndu se/ra ng epastu re/?cid=stel p rd b 1043084
47

Custom Soil Resource Report
United States Department of Agriculture, Natural Resources Conservation Service.
National soil survey handbook, title 430-VI. http://www.nres.usda.gov/wps/portal/
n res/d eta i t/soils/scientists/?ci d =n res 142 p 2_054242
United States Department of Agriculture, Natural Resources Conservation Service.
2006. Land resource regions and major land resource areas of the United States,
the Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook
296. hftp://www.nres.usda.gov/wps/portal/nres/detail/national/soils/?
cid=nres 142 p2_053624
United States Department of Agriculture, Soil Conservation Service. 1961. Land
capability classification. U.S. Department of Agriculture Handbook 210. http://
www.nrcs.usda.gov/lnterneVFSE—DOCUMENTS/nrGsl42p2 052290.pdf
m

APPENDIX D:
USACE Data Forms

WETLAND DETERMINATION DATA FORM — Atlantic and Gulf Coastal Plain Region
Proiect/Site: Fiber OSP Spirit Communications
Applicant/Owner: Spirit Communications
Investigator(s): Abraham Sharp and Tylere Cook
Landform (hillslope, terrace, etc.): level
Subregion (LRR or MLRA): LRR - T
Soil Map Unit Name: Dorovan muck
City/County: Jacksonville/Onslow
Stale: NC
Section, Township, Range: Jacksonville
Local relief (concave, convex, none): none
Let: 34°45'23.38"N Long: 77'25'16.62"W
Sampling Date: 09/09/2018
PlMl16
Sampling Point: �NX"V'H
NWI classification: None
Slope (%): 3-4%
Datum: WGS 84
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No_ (If no, explain in Remarks.)
Are Vegetation _, Soil _, or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transacts, important features, etc.
Hydrophylic Vegetation Present? Yes No X Is the Sampled Area
Hyddc Soil Present? Yes No X within a Wetland? Yes No N
Wetland Hydrology Present? Yes No x
Remarks:
EX-HH-RT-WL1 Upland plot is within an upland maintained grass area.
HYDROLOGY
Wetland
Hydrology Indicators:
Secondary Indicators (minimum of two required)
❑ Surface Soil Cracks (B6)
❑ Sparsely Vegetated Concave Surface (B8)
Primary
Indicators (minimum of one is required check all that apply)
❑
Surface Water (At) ❑ Aquatic Fauna (B13)
High Water Table (A2)
❑ Marl Deposits (1375) (LRR U)
❑ Drainage Patterns (B10)
rQf
LJ
Saturation (A3)
❑ Hydrogen Sulfide Odor (C1)
❑ Moss Trim Lines (12116)
❑
Water Marks (B1)
❑ Oxidized Rhizospheres along Living Roots (C3)
❑ Dry -Season Water Table (C2)
❑
Sediment Deposits (82)
❑ Presence of Reduced Iron (C4)
❑ Crayfish Burrows (CS)
Drift Deposits (B3)
❑_ Recent Iron Reduction in Tilled Soils (Cl
❑ Saturation Visible on Aerial Imagery (C9)
El
L
Algal
Algal Mal or Crust (B4)
❑ Thin Muck Surface (C7)
❑ Geomorphic Position (D2)
❑
Iron Deposits (B5)
❑ Other (Explain in Remarks)
❑ Shallow Aquitard (D3)
❑
Inundation Visible on Aerial Imagery
(67)
❑ FAC-Neutral Test (D5)
Water -Stained Leaves (B9)
❑ Sphagnum moss (D8) (LRR T, U)
Field Observations:
Surface Water Present? Yes
No _ Depth (inches):
Water Table Present? Yes _
No _ Depth (inches):
-
Saturation Present? Yes _
No _ Depth (Inches):
Wetland Hydrology Present? Yes _ No X
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Tree Stratum (Plot size: 3011
1 None
2.
3.
4.
S.
6.
7.
8.
Sampling Point:""""""`""C!
MUJomre uonnnanr mUI a10r uommance leer worn6rroVc
% Cover Species? Status Number of Dominant Species
That Are OBL, FACW, or FAC: 1 (A)
Total Number of Dominant
Species Across All Strata: 3 (B)
Percent of Dominant Species
That Are OBL, FACW, or FAC: 33% (A/B)
= Total Cover
50% of total cover: 20% of total cover:
Sapling/Shrub Stratum (Plot size: 15fi )
1 kalmia Carolina 10 Y FACW
2.
3.
4.
5.
6.
7.
8.
10 = Total Cover
50% of total cover: 5 20% of total cover: 2
Herb Stratum (Plot size: 5'x )
1 Poe sp 90 Y FACU
2. Tffollum repens 15 Y FACU
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
105 = Total Cover
50% of total cover: 52.5 20% of total cover: 21
Woody Vine Stratum (Plot size: 30'a )
1 NONE
2.
3.
4.
5.
50% of total cover:
= Total Cover
20% of total cover:
Total % Cover of: Multiply by:
OBL species 0 x 1 =
FACW species 10 x 2 = 20
FAC species 0 x 3 =
FACU species 105 x 4 = 420
UPL species 0 x 5 =
Column Totals: 115 (A) 440 (B)
Prevalence Index = B/A = 3.e2
Hydrophytic Vegetation Indicators:
1 - Rapid Test for Hydrophytic Vegetation
_ 2 - Dominance Test is >50%
_ 3 - Prevalence Index is 53.0'
_ Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling/Shrub - Woody plants, excluding vines, less
than 3 in. DBH and greater than 3.28 ft (1 m) tall.
Herb - All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 It tall.
Woody vine - All woody vines greater than 3.28 ft in
height.
Hydrophytic
Vegetation
Present? Yes No x
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region - Version 2.0

SOIL
Sampling Point:
Profile Description: (Describe to the depth needed to document the Indicator or confirm the absence of indicators.)
Depth Matrix
(inches) Color (moist) %
Redox Features
Color (moist) % Type Loc
Texture Remarks
0-10 10YR 414 100
'Type: C=Concentration, D=De letion, RM=Reduced Matrix, MS=Masked Sand Grains.
Location: PL=Pore Lining, M=Matdx.
Hydric
J,
Soil Indicators: (Applicable to all LRRs,
Histosol (At)
Histic Epipedon (A2)
unless otherwise noted.)
Polyvalue Below Surface IN) (LRR S, T, U)
Thin Dark Surface (S9) (LRR S, T, U)
Indicators for Problematic Hydric Soils':
❑ 1 cm Muck (A9) (LRR O)
2 cm Muck (At 0) (LRR S)
Black Histic (A3)
Hydrogen Sulfide (A4)
Stratified Layers (A5) {I
Loamy Mucky Mineral (Fi) (LRR O)
L] Loamy Gleyed Matrix (F2)
Depleted Matrix (F3)
H
TI Reduced Vertic (F18) (outside MLRA 150A,B)
u Piedmont Floodplain Soils (F19) (LRR P, S, T)
Anomalous Bright Loamy Soils (F20)
Organic Bodies (A6) (LRR P, T, U)
5 cm Mucky Mineral (A7) (LRR P, T, U)
Muck Presence (AB) (LRR U) JJ
1 cm Muck (A9) (LRR P, T)
Depleted Below Dark Surface (All)
Thick Dark Surface (Al2)
Redox Dark Surface (F6) (MLRA 1538)
Q Depleted Dark Surface (F7) ❑ Red Parent Material (TF2)
Redox Depressions (F8) -77❑]�1 Very Shallow Dark Surface (TF12)
❑ Marl (F10) (LRR U) LI Other (Explain in Remarks)
❑ Depleted Ochric (F11) (MLRA 151)
❑ Iron -Manganese Masses (F12) (LRR O, P, T) 3Indicators of hydrophytic vegetation and
Coast Prairie Redox (A16) (MLRA 150A)
Umbric Surface (F13) (LRR P, T, U)
wetland hydrology must be present,
L]
Sandy Mucky Mineral (Si) (LRR O, S)
Sandy Gleyed Matrix (S4)
Sandy Redox (S5)
Delta Ochric (1`17) (MLRA 151) unless disturbed or problematic.
❑ Reduced Vertic (F18) (MLRA 150A, 150B)
Piedmont Floodplain Soils (F19) (MLRA 149A)
Stripped Maldx (S6)
Anomalous Bright Loamy Soils (F20) (MLRA
149A, 153C, 153D)
❑
Dark Surface (S7) (LRR P, S, T, U)
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present? Yes _ No X
Remarks:
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0

WETLAND DETERMINATION DATA FORM —Atlantic and Gulf Coastal Plain Region
ProjectlSite: Fiber OSP Spirit Communications City/County: Jacksonville/Onslow
Applicant/Owner: Spirit Communications State: NC
Investigator(s): Abraham Sharp and Tylere Cook Section, Township, Range: Jacksonville
Landform (hillslope, terrace, etc.): Toe of Slope Local relief (concave, convex, not
Subregion (LRR or MLRA): LRR - T Let 34°45'22.44"N Long: 77`'
Soil Map Unit Name: Dorovan muck
Sampling Date: 0910912018
Sampling Point
�). Concave Slope (%): 3-4%
' 18.02"W Datum: WGS 84
NWI classification: R2UBH
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation _, Soil , or Hydrology _ significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation _, Soil , or Hydrology _ naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transacts, important features, etc.
Hydrophytic Vegetation Present? Yes X No Is the Sampled Area
Hydric Soil Present? Yes x No within a Wetland? Yes X No
Wetland Hydrology Present? Yes x No
Remarks:
EX-HH-RT-WL1 is laong the western bank of Chainey Creek.
HYDROLOGY
Wetland
Hydrology Indicators:
Secondary Indicators (minimum of two required)
❑ Surface Soil Cracks (B6)
Primary
Indicators (minimum of one is required, check all that apply)
Surface Water (At)
High Water Table (A2)
I❑-f Aquatic Fauna (B13)
u Marl Deposits (B15) U)
❑�
❑ Sparsely Vegetated Concave Surface (138)
0 Drainage Patterns
L+J
Saturation (A3)
(LRR
❑ Hydrogen Sulfide Odor (Cl)
(1310)
❑ Moss Trim Lines (1316)
LJ
Water Marks (131)
❑ Oxidized Rhizospheres along Living Roots (C3)
❑ Dry -Season Water Table (C2)
Sediment Deposits (B2)
Presence of Reduced Iron (C4)
ElCrayfishBurrows (C8)
I❑f
IJ
Drift Deposits (B3)
r❑f
Recent Iron Reduction in Tilled Soils (C6)
❑ Saturation Visible on Aerial Imagery (C9)
❑
Algal Mat or Crust (84)
FQ
LJ Thin Muck Surface (C7)
❑✓ Geomorphic Position (D2)
❑
Iron Deposits (135)
0 Other (Explain in Remarks)
❑ Shallow Aquitard (133)
Inundation Visible on Aerial Imagery
(B7)
FAC-Neutral Test (D5)
n❑n
Ly
Water -Stained Leaves (139)
❑ Sphagnum moss (D8) (LRR T, U)
Field Observations:
Surface Water Present? Yes X
No_ Depth (inches): 23
Water Table Present? Yes
No Depth (inches):
Saturation Present? Yes 7
No _ Depth (inches): 6A
Wetland Hydrology Present? Yes X No
includes capillary fringe)
Describe Recorded Data (stream gauge,
monitoring well, aerial photos, previous inspections), if available:
Remarks:
Surface water from Chainey Creek saturates the soils along the creek banks. Overland flow from
adjacent areas flows down
gradient to Chainey Creek and is held at the toe of the slope creating a
saturated area.
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0

VEGETATION (Four Strata) — Use scientific names of plants.
Sampling Point: E
Tree Stratum (Plot size: 3011 )
Chamaecypeds thyoides
Absolute
% Cover
20
Dominant Indicator
Species? Status
Y OBL
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC: 7 (A)
Total Number of Dominant a
Species Across All Strata: (B)
Percent of Dominant Species
That Are OBL, FACW, or FAC: 8T5% (A/B)
2 Carpinusc mkniana 20 Y FAC
3. Acer sacchadnum to Y FAC
4 selix nigm 10 Y OBL
5.
6.
7
Prevalence Index worksheet:
Total % Cover of: Multiply bw
8
OBL species x 1 =
FACW species x 2 =
FAC species x 3 =
FACU species x 4 =
UPL species x 5 =
Column Totals: (A) (B)
Prevalence Index = B/A =
40 = Total Cover
50% of total cover: 20 20% of total cover: 9
Saplino/Shrub Stratum (Plot size: 15 a )
1 kalmia avolina 30 Y FACW
2
3.
4.
5.
Hydrophytic Vegetation Indicators:
_ 1 - Rapid Test for Hydrophytic Vegetation
x 2 - Dominance Test is >50%
_ 3 - Prevalence Index is 53.0'
+
_ Problematic Hydrophytic Vegetation (Explain)
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
6.
7.
8.
30 = Total Cover
50% of total cover: i5 20% of total cover: e
Herb Stratum (Plot size: 5-n )
1 typha domingensis t5 Y OBL
2 onoclea sensinllis
15
Y
FACW
Definitions of Four Vegetation Strata:
Tree — Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling/Shrub — Woody plants, excluding vines, less
than 3 in. DBH and greater than 3.28 ft (1 m) tall.
Herb —AII herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
Woody vine — All woody vines greater than 3.28 ft in
height.
3 Peltandra virginica 5 N OBL
4.
5
6.
7,
8.
g,
10.
11.
12.
35 = Total Cover
50% of total cover: 17.5 20% of total cover: y
Woody Vine Stratum (Plot size: 30-ft )
1 NONE
2.
3.
4.
5• Hydrophytic
=Total Cover Vegetation
50% of total cover: 20% of total cover: Present? Yes x No
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0

SOIL
Sampling Point:
Profile Description: (Describe to the depth needed to document the Indicator or confirm the absence of indicators.)
Depth Matrix
Redox Features
(inches) Color (moist) %
Color (moist) % TVDe Loc
Texture Remarks
0-2 10YR 313 100
2-7 2.5Y 4/1 85 10YR 4/6 10 C M
Sandy Clay
2.5 YR 611 5 D M
Sandy Clay
7-12 2.5Y 412 80 10YR 4/8 10 C M
Sandy Clay
2.5 YR 5/2 10 D M
Sandy Clay
'Type: C=Concentration, D=De letion, RM=Reduced Matrix, MS=Masked Sand Grains.
'Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators: (Applicable to all LRRs,
unless otherwise noted.)
Indicators for Problematic Hydric Soils`:
Histosol (At)
L] Polyvalue Below Surface (S8) (LRR S, T, U) ❑ 1 cm Muck (AS) (LRR O)
❑ Histic Epipedon (A2)
[] Thin Dark Surface (S9) (LRR S, T, U)
2 cm Muck (A10) (LRR S)
�] Black Histic (A3)
D Loamy Mucky Mineral (Fi) (LRR O)
Reduced Vertic (F18) (outside MLRA 150A,B)
L] Hydrogen Sulfide (A4)
0 Loamy Gleyed Matrix (F2)
Piedmont Floodplain Soils (F19) (LRR P, S, T)
-E]
�] Stratified Layers (A5)
Depleted Matrix (F3)
Anomalous Bright Loamy Soils (F20)
D Organic Bodies (A6) (LRR P, T, U)
Redox Dark Surface (F6)
(MLRA 153B)
❑
❑ 5 cm Mucky Mineral (A7) (LRR P, T, U)
❑ Depleted Dark Surface (F7)
Red Parent Material (TF2)
Muck Presence (A6) (LRR U)
❑ Redox Depressions (F8)
ID Very Shallow Dark Surface (TF12)
1 cm Muck (A9) (LRR P. T)
Marl (F10) (LRR U)
D Other (Explain in Remarks)
Depleted Below Dark Surface (At 1)
rL-]t
❑ Depleted Ochric (F11) (MLRA 151)
❑ Thick Dark Surface (Al2)
❑ Iron -Manganese Masses (F12) (LRR O, P, T) 31ndicators of hydrophytic vegetation and
HCoast Prairie Redox (A16) (MLRA 150A)
Umbric Surface (F13) (LRR P, T, U)
wetland hydrology must be present,
Sandy Mucky Mineral (Si) (LRR O, S)
Lj Delta Ochric (F17) (MLRA 151)
unless disturbed or problematic.
Sandy Gleyed Matrix (S4)
❑ Reduced Vertic (F18) (MLRA 150A, 1508)
Sandy Redox (S5)
Piedmont Floodplain Soils (F19) (MLRA 149A)
Stripped Matrix (S6)
Anomalous Bright Loamy Soils (F20) (MLRA
149A, 153C, 153D)
Dark Surface (S7) (LRR P, S, T, U)
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present? Yes X No
Remarks:
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region - Version 2.0

WETLAND DETERMINATION DATA FORM — Atlantic and Gulf Coastal Plain Region
Project/Site: Fiber OSP Spirit Communications
Applicant/Owner: Spirit Communications
Investigator(s): Abraham Sharp and Tylere Cook
Landform (hillslope, terrace, etc.): Toe of Slope
Subregion(LRR or MLRA): LRR -T
Soil Map Unit Name: Dorovan muck
City/County: Jacksonville/Onslow
State: NC
Section, Township, Range: Jacksonville
Local relief (concave, convex, none): Concave
Let: 34'45'5.69'N Long: 77°26'6.21'W
Sampling Dale: 09/10/2018
Sampling Point: HHauaoanwar Pwr
Slope (%): 3-4 %
Datum: WGS 84
NWI classification: E1UBL
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No _ (If no, explain in Remarks.)
Are Vegetation _, Soil _, or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation _, Soil _, or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transacts, important features, etc.
Hydrophytic Vegetation Present? Yes X No Is the Sampled Area
Hydric Soil Present? Yes x No within a Wetland? Yes X No
Wetland Hydrology Present? Yes x No
Remarks:
HH-03A-WL and HH-04A-WL are tidally influenced floodplain PEM wetlands along the eastern and
western banks of New River.
HYDROLOGY
Wetland
Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary
Indicators (minimum of one is required; check all that apply)
❑ Surface Soil Cracks (B6)
❑ Sparsely Vegetated Concave Surface (B8)
❑�
Surface Water (All ❑ Aquatic Fauna (B13)
❑
High Water Table (A2)
❑ Marl Deposits (B15) (LRR U)
❑ Drainage Patterns (610)
Q
Saturation (A3)
❑ Hydrogen Sulfide Odor (C1)
E3 Moss Trim Lines (1316)
Q
Water Marks (B1)
❑ Oxidized Rhizospheres along Living Roots (C3)
❑ Dry -Season Water Table (C2)
❑
Sediment Deposits (B2)
❑ Presence of Reduced Iron (C4)
❑ Crayfish Burrows (C8)
Drift Deposits (83)
❑ Recent Iron Reduction in Tilled Soils (C6)
❑ Saturation Visible on Aerial Imagery (C9)
IQ_ -I
u
Algal Mat or Crust (134)
❑ Thin Muck Surface (C7)
Geomorphlc Position (D2)
❑
Iron Deposits (135)
❑ Other (Explain in Remarks)
❑ Shallow Aquitard (D3)
❑
Inundation Visible on Aerial Imagery
(137)
❑ FAC-Neutral Test (D5)
✓Q
Water -Stained Leaves (139)
❑ Sphagnum moss (D8) (LRR T, U)
Field Observations:
Surface Water Present? Yes X
No_ Depth (inches): 1-4
Water Table Present? Yes x
No_ Depth (inches): 4
Saturation Present? Yes x
No_ Depth (Inches): 4
Wetland Hydrology Present? Yes X No
includes capillary fringe)
Describe Recorded Data (stream gauge,
monitoring well, aerial photos, previous inspections), if available:
Remarks:
Surface water from New River saturates the soils along the banks.
Overland flow from adjacent
areas flows down gradient to New River and is held at the toe of the slope creating a saturated area.
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0

VEGETATION (Four Strata) — Use scientific names of plants.
Sampling Point: HH°3180 wo'B
Absolute Dominant Indicator
Dominance Test worksheet:
Tree Stratum (Plot size: sort )
° Cover Species? Status
Number of Dominant Species
1 Chamaecypans Nyoldea
10 V OBL
That Are OBL, FACW, or FAC: (A)
2.
Total Number of Dominant
Species Across All Strata: (B)
3
4.
Percent of Dominant Species
That Are OBL, FACW, or FAC: (A/B)
6.
6.
7
Prevalence Index worksheet:
Total % Cover of: Multiply bv:
g
10 = Total Cover
OBL species x 1 =
50% of total cover: 5
20% of total cover: 2
FACW species x 2 =
Sapling/Shrub Stratum (Plot size: 15 n )
FAC species x 3 =
1 mmus amonum
5 V FACW
FACU species x 4=
UPL species x 5 =
Column Totals: (A) (B)
Prevalence Index = B/A =
2
3
4.
5.
Hydrophytic Vegetation Indicators:
6.
1 -Rapid Test for Hydrophylic Vegetation
7.
_ 2 - Dominance Test is >50%
8.
_ 3 - Prevalence Index is 53.0'
5 = Total Cover
_ Problematic Hydrophytic Vegetation' (Explain)
50% of total cover: 2.5
20% of total cover: 1
Herb Stratum (Plot size: 5'n )
'Indicators of hydric soil and wetland hydrology must
1 phalans amndinama
40 V FACW
be present, unless disturbed or problematic.
2 typha domingensls
20 V OBL
Definitions of Four Vegetation Strata:
3.
Tree -Woody plants, excluding vines, 3 in. (7.6 cm) or
4.
more in diameter at breast height (DBH), regardless of
height.
Sapling/Shrub - Woody plants, excluding vines, less
5,
6.
7.
than 3 in. DBH and greater than 3.28 ft (1 m) tall.
8.
Herb - All herbaceous (non -woody) plants, regardless
9.
of size, and woody plants less than 3.28 it tall.
10.
Woody vine -All woody vines greater than 3.28 ft in
it.
height.
12.
e0 = Total Cover
50% of total cover: 30 20% of total cover: 12
Woody Vine Stratum (Plot size: San )
1 NONE
2.
3.
4.
5' Hydrophytic
= Total Cover Vegetation
50% of total cover: 20% of total cover: Present? Yes x No
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region - Version 2.0

SOIL
Sampling Point:
Profile Description: (Describe to the depth needed to document the Indicator or confirm the absence of Indicators.)
Depth Matrix
(inches) Color (moist) —3/._
Redox Features
Color (moist) % Type' Loc
Texture Remarks
0-7 10YR4/2 95 10YR 4/4 5 C
7-15 10YR 5/2 85 10YR 4/6 10 C M
Sandy Clay
10 YR 511 10 D M
Sandy Clay
'Type: C=Concentration, D=De letion, RM=Reduced Matrix, MS=Masked Sand Grains.
'Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators: (Applicable to all LRRs,
unless otherwise noted.)
Indicators for Problematic Hydric Soils':
0 Hislosol (At)
Histic Epipedon (A2)
Black Histic (A3)
Hydrogen Sulfide (A4)
H Stratified Layers (AS)
Polyvalue Below Surface (S8) (LRR S, T, U) ❑ 1 cm Muck (Ag) (LRR O)
Thin Dark Surface (S9) (LRR S, T, U) 2 cm Muck (A10) (LRR S)
Loamy Mucky Mineral (Fl) (LRR O) E Reduced Vertic (FIB) (outside MLRA 150A,B)
j] Loamy Gleyed Matrix (F2) u Piedmont Floodplain Soils (F19) (LRR P, S, T)
V Depleted Matrix (F3) � Anomalous Bright Loamy Soils (F20)
Organic Bodies (A6) (LRR P, T, U)
5 cm Mucky Mineral (A7) (LRR P, T, U)
Muck Presence (A8) (LRR U)
L] 1 cm Muck (A9) (LRR P, T)
Depleted Below Dark Surface (At 1)
Redox Dark Surface (F6)
Depleted Dark Surface (F7)
Redox Depressions (178)
❑ Marl (F10) (LRR U)
❑ Depleted Ochric (Fi t) (MLRA 151)
(MLRA 15318)
❑ Red Parent Material (TF2)
I❑ Very Shallow Dark Surface (TF12)
D Other (Explain in Remarks)
L] Thick Dark Surface (Al2)
Coast Prairie Redox (A16) (MLRA 150A)
❑ Iron -Manganese Masses (F12) (LRR O, P, T) 'Indicators of hydrophytic vegetation and
Umbric Surface (F13) (LRR P, T, U) wetland hydrology must be present,
Sandy Mucky Mineral (S1) (LRR O, S)
Sandy Gleyed Matrix (S4)
Sandy Redox (S5)
Delta Ochdc (F17) (MLRA 151) unless disturbed or problematic.
❑ Reduced Vertic (F18) (MLRA 150A, 150B)
Piedmont Floodplain Soils (F19) (MLRA 149A)
❑ Stripped Matrix (S6)
Dark Surface (S7) (LRR P, S, T, U)
Anomalous Bright Loamy Soils (F20) (MLRA
149A, 153C, 153D)
Restrictive Layer (If observed):
Type:
Depth (inches):
Hydric Soil Present? Yes X No
Remarks:
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0

WETLAND DETERMINATION DATA FORM -Atlantic and Gulf Coastal Plain Region
Proiect/Site: Fiber OSP Spirit Communications
Applicant/Owner: Spirit Communications
Investigator(s): Abraham Sharp and Tylere Cook
Landform (hillslope, terrace, etc.): hillslope
Subregion (LRR or MLRA): LRR -T
Soil Map Unit Name: Muckalee loam
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X
Are Vegetation Soil or Hydrology significantly disturbed?
Are Vegetation _, Soil or Hydrology _ naturally problematic?
City/County: Jacksonville/Onslow
State: NC
Section, Township, Range: Jacksonville
Local relief (concave, convex, none): none
Let: 34°44'6.71"N Long: 77°21'14.87"W
Sampling Date: 09/10/2018
Sampling Point: HW29e-WL UP Plot
NWI classification: None
Slope (%): 0-1%
_ Datum: WGS 84
No (If no, explain in Remarks.)
Are "Normal Circumstances" present? Yes X No
(If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transacts, important features, etc.
Hydrophylic Vegetation Present? Yes No X
Hydric Soil Present? Yes No x Is the Sampled Area
within a Wetland? Yes No N
Wetland Hydrology Present? Yes No x
HH-29B-WL Upland plot is within an upland maintained grass area.
HYDROLOGY
Wetland
Primary
❑
_Q
❑
non❑
u
11❑��
L1
❑
❑
Hydrology Indicators:
Indicators (minimum of one is reouire& check all that apply)
Secondary Indicators (minimum of two required)
❑ Surface Soil Cracks (B6)
❑ Sparsely Vegetated Concave Surface (B8)
❑ Drainage Patterns (B10)
❑ Moss Trim Lines (B16)
❑ Dry -Season Water Table (C2)
❑ Crayfish Burrows (C8)
❑ Saturation Visible on Aerial Imagery (C9)
❑ Geomorphic Position (D2)
❑ Shallow Aquitard (D3)
❑ FAC-Neutral Test (D5)
Surface Water (Al) ❑ Aquatic Fauna (B13)
High Water Table (A2) ❑ Mad Deposits (B15) (LRR U)
Saturation (A3) 1❑T Hydrogen Sulfide Odor (Cl)
Water Marks (B1) 1ur Oxidized Rhizospheres along Living Roots (C3)
Sediment Deposits (82) LJ Presence of Reduced Iron (C4)
Drift Deposits (133) F❑F'�ff Recent Iron Reduction in Tilled Soils (C6)
Algal Mat or Crust (B4) LJ Thin Muck Surface (C7)
Iron Deposits (B5) 0 Other (Explain in Remarks)
Inundation Visible on Aerial Imagery (B7)
Water -Stained Leaves (B9)
❑ Sphagnum moss (D8) (LRR T, U)
Field Observations:
Surface Water Present? Yes
No _ Depth (Inches):
Water Table Present? Yes _
No Depth (inches):
Saturation Present? Yes _
includes capillary fringe)
No _ Depth (inches):
Wetland Hydrology Present? Yes _ No X
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0

VEGETATION (Four Strata) — Use scientific names of plants.
Sampling Point: W-59AVI UP PM
Absolute Dominant Indicator
Dominance Test worksheet:
Tree Stratum (Plot size: 30 ff )
% Cover Species? Status
Number of Dominant Species
1 None
That Are OBL, FACW, or FAC: 0 (A)
2.
Total Number of Dominant
3.
Species Across All Strata: 2 (B)
4.
Percent of Dominant Species
5'
That Are OBL, FACW, or FAC: 0 (A/B)
6.
7
Prevalence Index worksheat:
Total % Cover of: Multiply bw
8.
= Total Cover
OBL species 0 x 1 = 0
50% of total cover:
20% of total cover:
FACW species 0 x 2 = 0
Sapling/Shrub Stratum (Plot size: tsa )
FAC species 0 x 3 = 0
1 None
FACU species 100 x 4 = 400
UPL species 0 x 5 =
Column Totals: too (A) 400 (B)
Prevalence Index = B/A = 4
2
3
4.
5'
Hydrophytic Vegetation Indicators:
6.
_ 1 -Rapid Test for Hydrophytic Vegetation
7.
_ 2 - Dominance Test is >50%
8.
_ 3 - Prevalence Index is 53.0t
= Total Cover
_ Problematic Hydrophytic Vegetation' (Explain)
50% of total cover:
20% of total cover:
Herb Stratum (Plot size: 5'fl )
'Indicators of hydric soil and wetland hydrology must
1 Poe Sp
80 Y FACU
be present, unless disturbed or problematic.
2 Trifolium repens
20 Y FACU
Definitions of Four Vegetation Strata:
3.
Tree —Woody plants, excluding vines, 3 in. (7.6 cm) or
4•
more in diameter at breast height (DBH), regardless of
height.
Sapling/Shrub — Woody plants, excluding vines, less
5,
6.
7.
than 3 in. DBH and greater than 3.28 ft (1 m) tall.
Herb — All herbaceous (non -woody) plants, regardless
8.
9.
of size, and woody plants less than 3.28 It tall.
10.
Woody vine —All woody vines greater than 3.28 It in
11.
height.
12.
100 = Total Cover
50% of total cover: 50 20% of total cover: 20
Woody Vine Stratum (Plot size: 30-fl )
1 NONE
2.
3.
4.
5.
Hydrophytic
= Total Cover - Vegetation
50% of total cover: 20% of total cover: Present? Yes _ No X
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0

SOIL
Sampling Point: ""-5A-W_UP P1p1
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix
Redox Features
(inches) Color (moist) %
Color (moist) % Type' Loc
Texture Remarks
0-12 5YR 414 100
'Type: C=Concentration, D=De letion, RM=Reduced Matrix, MS=Masked Sand Grains.
2Location: PL=Pore Lining, M=Matrix.
Hydric
Soil Indicators: (Applicable to all LRRs,
unless otherwise noted.)
Indicators for Problematic Hydric Soils':
❑
❑
Hislosol (Ai)
Histic Epipedon (A2)
Polyvalue Below Surface (S8) (LRR S, T, U) ❑ 1 cm Muck (A9) (LRR O)
Thin Dark Surface (S9) (LRR S, T, U) 2 cm Muck (At 0) (LRR S)
❑
[]
Black Histic (A3)
Hydrogen Sulfide (A4)
Stratified Layers (A5) jI'="=II
Loamy Mucky Mineral (Fi) (LRR O)
Loamy Gleyed Matrix (F2)
Depleted Matrix (F3)
T I Reduced Vertic (F18) (outside MLRA 150A,B)
u Piedmont Floodplain Soils (1719) (LRR P, S, T)
� Anomalous Bright Loamy Soils (F20)
L]
Organic Bodies (A6) (LRR P, T, U)
5 cm Mucky Mineral (A7) (LRR P, T, U)
Muck Presence (AS) (LRR U)
1 cm Muck (A9) (LRR P, T)
L_I Redox Dark Surface (F6)
Depleted Dark Surface (F7)
Redox Depressions (FS)
❑ Marl (1`10) (LRR U)
(MLRA 153B)
❑ Red Parent Material (TF2)
�❑-1 Very Shallow Dark Surface (TF12)
D Other (Explain in Remarks)
Depleted Below Dark Surface (At 1)
❑ Depleted Ochric (Fl1) (MLRA 151)
j]
Thick Dark Surface (Al2)
Coast Prairie Redox (A16) (MLRA 150A)
❑ Iron -Manganese Masses (F12) (LRR O, P, T) 'Indicators of hydrophytic vegetation and
Umbric Surface (F13) (LRR P, T, U) wetland hydrology must be present,
Sandy Mucky Mineral (Si) (LRR O, S)
Sandy Gleyed Matrix (S4)
Delta Ochric (F17) (MLRA 151)
❑ Reduced Vertic (F18) (MLRA 150A, 150B)
unless disturbed or problematic.
HSandy
Redox (S5)
Piedmont Floodplain Soils (F19) (MLRA 149A)
L]
Stripped Matrix (S6)
Dark Surface (S7) (LRR P, S. T, U)
Anomalous Bright Loamy Soils (F20) (MLRA
149A, 153C, 153D)
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soll Present? Yes _ No X
Remarks:
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0

WETLAND DETERMINATION DATA FORM —Atlantic and Gulf Coastal Plain Region
Project/Site: Fiber OSP Spirit Communications
Applicant/Owner: Spirit Communications
Investigator(s): Abraham Sharp and Tylere Cook
Landform (hillslope, terrace, etc.); Toe of Slope
Subregion (LRR or MLRA): LRR - T
Soil Map Unit Name: Muckalee loam
City/County: Jacksonville/Onslow
State: NC
Section, Township, Range: Jacksonville
Local relief (concave, convex, none): Concave
Let: 34"44'6.51"N Long: 77"21'14.31"W
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X
Are Vegetation _, Soil _, or Hydrology _ significantly disturbed?
Are Vegetation _, Soil or Hydrology_ naturally problematic?
Sampling Date: 09110/2018
Sampling Point: HH-29B Wet Plot
Slope (%): 3-4%
Datum: WGS 84
NWl classification: E1 UBL
No (If no, explain in Remarks.)
Are "Normal Circumstances" present? Yes X No
(If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No Is the Sampled Area
Hydric Soil Present? Yes x No within a Wetland? Yes X No
Wetland Hydrology Present? Yes No
H-296-WL is a tidally influenced PEM wetland along the western bank of Northeast Creek.
HYDROLOGY
Wetland
Hydrology Indicators:
Secondary Indicators (minimum of two reauired)
❑ Surface Soil Cracks (B6)
Primary
Indicators (minimum of one is reouired� check all that apply)
Surface Water (Al) Aquatic Fauna (B13)
❑✓
❑ Sparsely Vegetated Concave Surface (68)
❑
t❑l
High Water Table (A2) u Mad Deposits (B15) (LRR U)
0 Drainage Patterns (B10)
0
Saturation (A3) ❑ Hydrogen Sulfide Odor (Cl)
❑ Moss Trim Lines (1316)
Marks (B1) Oxidized Rhizospheres along Living Roots (C3)
❑ Dry -Season Water Table (C2)
ElWater
ll
I❑f
Sediment Deposits (132) -Jr Presence of Reduced Iron (C4)
g Crayfish Burrows (C8)
IL
Drift Deposits (133) LJ Recent Iron Reduction in Tilled Soils (C6)
❑ Saturation Visible on Aerial Imagery (139)
n0n
Algal Mat or Crust (134) Thin Muck Surface (C7)
❑✓ Geomorphic Position (D2)
III-_---ItI
L1
Iron Deposits (85) Other (Explain in Remarks)
❑ Shallow Aquitard (D3)
❑
Inundation Visible on Aerial Imagery (B7)
❑ FAC-Neutral Test (D5)
Q
Water -Stained Leaves (139)
❑ Sphagnum moss (D8) (LRR T, U)
Field Observations:
Surface Water Present? Yes No X Depth (inches):
Water Table Present? Yes _ No X_ Depth (inches):
Saturation Present? Yes x No _ Depth (Inches): s
Wetland Hydrology Present? Yes X No
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
Surface water from Northeast Creek saturates the soils along the banks. Overland flow from
adjacent areas flows down gradient to Northeast Creek and is held at the toe of the slope creating a
saturated area.
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: NN-20a wet Plot
Absolute Dominant Indicator
Dominance Test worksheet:
Tree Stratum (Plot size: 30ft )
% Cover Species? Status
Number of Dominant Species
1 None
That Are OBL, FACW, or FAC: (A)
Total Number of Dominant
2.
3.
Species Across All Strata: (B)
4.
Percent of Dominant Species
5.
That Are OBL, FACW, or FAC: (AIB)
6.
7
Prevalence Index worksheet:
Total % Cover of: Multiply bw
8
OBL species x 1 =
= Total Cover
50% of total cover:
20% of total cover:
FACW species x 2 =
Saplina/Shrub Stratum (Plot size: 15 ft )
FAC species x 3 =
1 None
FACU species x 4 =
UPL species x 5 =
Column Totals: (A) (B)
Prevalence Index = B/A =
2
3.
4.
5.
Hydrophytic Vegetation Indicators:
6.
,�, 1 -Rapid Test for Hydrophytic Vegetation
7.
_ 2 - Dominance Test is >50%
8.
_ 3 - Prevalence Index is 53.0r
= Total Cover
_ Problematic Hydrophytic Vegetation' (Explain)
50% of total cover:
20% of total cover:
Herb Stratum (Plot size: 5-ft )
'Indicators of hydric soil and wetland hydrology must
1 phragmites wstmlis
eo Y FACW
be present, unless disturbed or problematic.
2 phalads amndineoea
30 Y OBL
Definitions of Four Vegetation Strata:
Tree —Woody plants, excluding vines, 3 in. (7.6 cm) or
3 Cypems esculentus 10 N FAC
4.
more in diameter at breast height (DBH), regardless of
height.
Sapling/Shrub — Woody plants, excluding vines, less
than 3 in. DBH and greater than 3.28 ft (1 m) tall.
Herb — All herbaceous (non -woody) plants, regardless
5
6.
7,
8.
g,
of size, and woody plants less than 3.28 ft tall.
Woody vine — All woody vines greater than 3.28 ft in
10.
11.
height.
12.
100 = Total Cover
50% of total cover: 50 20% of total cover: 20
Woody Vine Stratum (Plot size: au-ft )
1 NONE
2.
3.
4.
5. Hydrophytic
= Total Cover Vegetation
50% of total cover: 20% of total cover: Present? Yes x No
Remarks: (If observed. list moroholoaical adaptations below)
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0

SOIL
Sampling Point: Ha-29B wet Plot
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix
(inches) Color (moist) %
Redox Features
Color (moist) % Type' Lee
Texture Remarks
0-3 10YR4/3 100
3-10 10YR 512 90 10YR 418 10 C M
Loamy Clay
'Type: C=Concentration, D=De letion, RM=Reduced Matrix, MS=Masked Sand Grains.
'Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators: (Applicable to all LRRs,
unless otherwise noted.)
Indicators for Problematic Hydric Soils':
0 Histosol (Al)
Histic Epipedon (A2)
Polyvalue Below Surface (S8) (LRR S, T, U) ❑ 1 cm Muck (A9) (LRR O)
Thin Dark Surface (89) (LRR S, T, U) 2 cm Muck (A10) (LRR S)
B
J__I Black Histic (A3)
Hydrogen Sulfide (A4)
Stratified Layers (A5)
Loamy Mucky Mineral (Fl) (LRR 0)
Loamy Gleyed Matrix (F2)
✓ Depleted Matrix (F3)
Reduced Vertic (F18) (outside MLRA 150A,B)
TEI Piedmont Floodplain Soils (F19) (LRR P, S, T)
u Anomalous Bright Loamy Soils (F20)
Organic Bodies (A6) (LRR P, T, U)
5 cm Mucky Mineral (A7) (LRR P, T, U)
❑ Muck Presence (Ail) (LRR U)
1 cm Muck (A9) (LRR P, T)
Depleted Below Dark Surface (Al 1)
L] Thick Dark Surface (Al2)
Coast Prairie Redox (A16) (MLRA 150A)
Redox Dark Surface (F6) (MLRA 15313)
Depleted Dark Surface (F7) T❑I Red Parent Material (TF2)
Lj Redox Depressions (F8) �u1 Very Shallow Dark Surface (TF12)
❑ Marl (F10) (LRR U) D Other (Explain in Remarks)
L] Depleted Ochdc (F11) (MLRA 151)
❑ Iron -Manganese Masses (F12) (LRR 0, P. T) 'Indicators of hydrophytic vegetation and
QUmbric Surface (F13) (LRR P, T, U) wetland hydrology must be present,
Sandy Mucky Mineral (Si) (LRR O, S)
L] Sandy Gleyed Matrix (S4)
Delta Ochdc (F17) (MLRA 151)
❑ Reduced Vedic (F18) (MLRA 150A, 150B)
unless disturbed or problematic.
Sandy Redox (S5)
Piedmont Floodplain Soils (F19) (MLRA 149A)
Stripped Matrix (S6)
Dark Surface (S7) (LRR P, S, T, U)
Anomalous Bright Loamy Soils (1720) (MLRA
149A, 153C, 153D)
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present? Yes X No
Remarks:
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0

WETLAND DETERMINATION DATA FORM —Atlantic and Gulf Coastal Plain Region
Project/Site: Fiber OSP Spirit Communications
Applicant/Owner: Spirit Communications
Investigator(s); Abraham Sharp and Tylere Cook
Landform (hillslope, terrace, etc.): Toe of Slope
Subregion (LRR or MLRA): LRR -T
Soil Map Unit Name: Muckalee loam
City/County: Jacksonville/Onslow
State: NC
Section, Township, Range: Jacksonville
Local relief (concave, convex, none): Concave Slope (%): 3-4%
Let: 3445'24.44"N Long: 77°28'51.76' W Datum: WGS 84
NWI classification: PF01C
Sampling Date: 10/24/2018
Sampling Point: HH-59 A Wet Plot
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation , Soil , or Hydrology _ significantly disturbed? Are "Normal Circumstances' present? Yes X No
Are Vegetation Soil , or Hydrology _ naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No Is the Sampled Area
Hyddc Soil Present? Yes x No within a Welland? Yes X No
Wetland Hydrology Present? Yes x No
Remarks:
HH-59A-WL is tidally influenced floodplain PFO wetland along the southern bank of Blue Creek.
HYDROLOGY
Wetland
Hydrology Indicators:
Secondary Indicators (minimum of two reguiredl
❑ Surface Soil Cracks (136)
El Sparsely Vegetated Concave Surface (B8)
Primary
Indicators (minimum of one is required: check all that apply)
❑✓
Surface Water (Al) ❑ Aquatic Fauna (B13)
Q
High Water Table (A2) ❑ Marl Deposits (B15) (LRR U)
❑✓ Drainage Patterns (B10)
Saturation (A3) ❑ Hydrogen Sulfide Odor (Cl)
❑ Moss Trim Lines (B16)
IQ-f
L+
I Water Marks (B1) ❑ Oxidized Rhizospheres along Living Roots (C3)
❑ Dry -Season Water Table (C2)
Sediment Deposits (B2) ❑ Presence of Reduced Iron (C4)
❑ Crayfish Burrows (C8)
✓
Drift Deposits (133) ❑❑—jj Recent Iron Reduction In Tilled Soils (C6)
❑ Saturation Visible on Aerial Imagery (C9)
❑
Algal Mat or Crust (B4) 0 Thin Muck Surface (C7)
✓❑ Geomorphic Position (112)
Iron Deposits (B5) El Other (Explain In Remarks)
❑ Shallow Aquitard (D3)
n❑
u
Inundation Visible on Aerial Imagery (B7)
❑ FAC-Neutral Test (D5)
Q
Water -Stained Leaves (Bg)
❑ Sphagnum moss (D8) (LRR T, U)
Field Observations:
Surface Water Present? Yes X No_ Depth (inches): 1-3
Water Table Present? Yes x No_ Depth (inches): 4
Saturation Present? Yes X No Depth (inches): 9
Wetland Hydrology Present? Yes X No
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
Surface water from Blue Creek saturates the soils along the banks.
Overland flow from adjacent
areas flows down gradient to Blue Creek and is held at the toe of the slope creating a saturated
area. Residential development to the southwest directs water north
to Blue Creek.
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Tree Stratum (Plot size: 3 ft
1 Caiphus carollnlana
2 Nyssa sylvatim
3.
4.
5.
6.
7.
8.
Sampling Point: NH-59A Wet Plot
Nosomte uommanr molcaror
uommance iear wonumeer:
o Cover Species? Status
40 Y FAC
Number of Dominant Species
That Are OBL, FACW, or FAC: 4
Total Number of Dominant
(A)
20 N FAC
Species Across All Strata: 5
(B)
Percent of Dominant Species
That Are OBL, FACW, or FAC: 80.0%
(A/B)
50% of total cover: so
Sapling/Shrub Stratum (Plot size: 15 ft )
1 kalmia corolina
2.
3.
4.
5.
6.
7.
8.
50% of total cover: 10
Herb Stratum (Plot size: sa
Total % Cover of: Multiply by:
60 = Total Cover OBL species x 1 =
_ 20% of total cover: 15 FACW species x 2 =
FAC species x 3 =
20 Y FACW FACU species x 4 =
UPL species x 5 =
Column Totals: (A) (B)
Prevalence Index = B/A =
Hydrophytic Vegetation Indicators:
_ 1 - Rapid Test for Hydrophytic Vegetation
X 2 - Dominance Test is >50%
_ 3 - Prevalence Index is 53.0'
20 = Total Cover +
_ Problematic Hydrophytic Vegetation (Explain)
20% of total cover: 4
1 phalarlsamn0inacea 20 Y
2 onoolea sensibllis 10 Y
3.
4. _
5.
6. _
7. _
8. _
10.
11.
12.
50% of total cover: 15
Woody Vine Stratum (Plot size: 30-a )
1 NONE
2.
3.
4.
5.
50% of total cover:
'Indicators of hydric soil and wetland hydrology must
FACW be present, unless disturbed or problematic.
FACW Definitions of Four Vegetation Strata:
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
SaplinglShrub - Woody plants, excluding vines, less
than 3 in. DBH and greater than 3.28 ft (1 m) tall.
Herb - All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
Woody vine - All woody vines greater than 3.28 It in
height.
30 = Total Cover
20% of total cover: 5
Hydrophytic
= Total Cover Vegetation
20% of total cover: Present?
Yes x No
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region - Version 2.0

SOIL
Sampling Point: HH-59Awel Pmt
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix
Redox Features
(inches) Color (moist) %
Color (moist) % Type' Lee
Texture Remarks
0-3 2.5YR 311 100
3-8 2.5Y 4/1 80 10YR 416 10 C M
Sandy Clay
2.5 YR 5/1 10 D M
Sandy Clay
8-15 2.5 4/2 80 10YR 416 15 C M
Sandy Clay
2.5 YR 5/1 5 D M
Sandy Clay
'Type: C=Concentration, D=De lotion, RM=Reduced Matrix, MS=Masked Sand Grains.
2Location: PL=Pore Lining, M=Matrix.
Hydric
Soil Indicators: (Applicable to all LRRs,
unless otherwise noted.)
Indicators for Problematic Hydric Soils':
❑
Hislosol (At)
[] Polyvalue Below Surface (S8) (LRR S, T, U) 1 cm Muck (Ag) (LRR O)
❑
Histic Epipedon (A2)
Thin Dark Surface (S9) (LRR S, T, U)
2 cm Muck (At 0) (LRR S)
❑
❑
Black Histic (A3)
Hydrogen Sulfide (A4)
Stratified Layers (A5)
Loamy Mucky Mineral (F1) (LRR O)
Loamy Gleyed Matrix(F2)
Depleted Matrix (F3)
Reduced Vertic (F18) (outside MLRA 150A,B)
Piedmont Floodplain Soils (F19) (LRR P, S, T)
� Anomalous Bright Loamy Soils (F20)
❑
g5
Organic Bodies (A6) (LRR P, T, U)
cm Mucky Mineral (A7) (LRR P, T, U) {I'.'.II
Muck Presence (A8) (LRR U)
1 cm Muck (Ag) (LRR P, T)
Redox Dark Surface (F6)
Depleted Dark Surface (F7)
Lj Redox Depressions (F8)
❑ Marl (F10) (LRR U)
(MLRA 153B)
Red Parent Material (TF2)
ID Very Shallow Dark Surface (TF12)
D Other (Explain in Remarks)
Depleted Below Dark Surface (At1)
❑ Depleted Ochric (F11) (MLRA 151)
[]
Thick Dark Surface (Al2)
❑ Iron -Manganese Masses (F12) (LRR O, P, T) 3Indicators of hydrophytic vegetation and
Coast Prairie Redox (A16) (MLRA 150A)
Umbric Surface (F13) (LRR P, T, U)
wetland hydrology must be present,
Sandy Mucky Mineral (S1) (LRR O, S)
Delta Ochric (F17) (MLRA 151)
unless disturbed or problematic.
�✓
Sandy Gleyed Matrix (84)
Sandy Redox (S5)
❑ Reduced Vertic (F18) (MLRA 150A, 150B)
❑ Piedmont Floodplain Soils (F19) (MLRA 149A)
Stripped Matrix (S6)
❑ Anomalous Bright Loamy Soils (F20) (MLRA
149A, 153C, 153D)
Dark Surface (S7) (LRR P, S, T, U)
Restrictive Layer (If observed):
Type:
Depth (inches):
Hydric Soil Present? Yes X No
Remarks:
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0

WETLAND DETERMINATION DATA FORM - Atlantic and Gulf Coastal Plain Region
Proiect/Site: Fiber OSP Spirit Communications
Applicant/Owner: Spirit Communications
Investigator(s): Abraham Sharp and Tylere Cook
Landform (hillslope, terrace, etc.): hillslope
Subregion (LRR or MLRA): LRR - T
Soil Map Unit Name: Muckalee loam
City/County: Jacksonville/Onslow
State: NC
Section, Township, Range: Jacksonville
Local relief (concave, convex, none): none
Let: 34°45'24.05"N Long: 77°28'52.02"W
Sampling Date: 10/24/2018
Sampling Point: HH.59A.WL UP Plot
NWI classification: None
Slope (%): 1-2%
Datum: WGS 84
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No _ (If no, explain in Remarks.)
Are Vegetation _, Soil _, or Hydrology _ significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation _, Soil or Hydrology _ naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No X Is the Sampled Area
Hyddc Soil Present? Yes No X N
within a Wetland? Yes No
Wetland Hydrology Present? Yes No x
Remarks:
HH-59A-WL upland plot is within an upland maintained grass area.
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
❑ Surface Soil Cracks (B6)
❑ Sparsely Vegetated Concave Surface (B8)
Primary Indicators (minimum of one is reouire& check all that apply)
❑
Surface Water (At) ❑ Aquatic Fauna (B13)
❑
High Water Table (A2)
❑ Marl Deposits (B15) (LRR U)
Drainage Patterns (B10)
❑
Saturation (A3)
0 Hydrogen Sulfide Odor (C1)
I❑'1
yd Moss Trim Lines (B16)
Q
Water Marks (B1)
Oxidized Rhizospheres along Living Roots (C3)
❑ Dry -Season Water Table (C2)
❑
Sediment Deposits (B2)
IL -Jr
LJ Presence of Reduced Iron (C4)
❑ Crayfish Burrows (C8)
❑
Drift Deposits (B3)
❑_ Recent Iron Reduction in Tilled Soils (C6)
❑ Saturation Visible on Aerial Imagery (C9)
El
Algal Mat or Crust (B4)
❑ Thin Muck Surface (C7)
❑ Geomorphic Position (D2)
❑
Iron Deposits (B5)
❑ Other (Explain in Remarks)
❑ Shallow Aquitard (D3)
❑
Inundation Visible on Aerial Imagery (B7)
❑ FAC-Neutral Test (135)
Water -Stained Leaves (B9)
❑ Sphagnum moss IDS) (LRR T, U)
Field Observations:
Surface Water Present? Yes_
No_ Depth (inches):
Water Table Present? Yes
No_ Depth (inches):
Saturation Present? Yes _
No Depth (inches):
Wetland Hydrology Present? Yes _ No X
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region -Version 2.0

VEGETATION (Four Strata) — Use scientific names of plants.
Sampling Point: HHasA,w UP Pi
30 a
Absolute Dominant Indicator
Dominance Test worksheet:
Tree Stratum (Plot size: )
o/ Cover Species? Status
Number of Dominant Species
i None
That Are OBL, FACW, or FAC: 1 (A)
2.
Total Number of Dominant
3'
Species Across All Strata: 3 (B)
4.
Percent of Dominant Species
That Are DEL, FACW, or FAC: 33% (A/B)
6.
6.
7.
Prevalence Index worksheet:
Total % Cover of. Multiply by:
8.
= Total Cover
OBL species 0 x 1 = 0
50% of total cover:
20% of total cover:
FACW species 0 x 2 = o
Saolinrt/Shrub Stratum (Plot size: is a )
FAC species 75 x 3 = 45
1 Carpinus caroliniana
15 Y FAC
FACU species 115 x 4 = 460
UPL species 0 x 5 =
Column Totals: 130 (A) soy (B)
Prevalence Index = B/A = 3.88
2
3
4.
6.
Hydrophytic Vegetation Indicators:
6.
_ 1 - Rapid Test for Hydrophytic Vegetation
7.
_ 2 - Dominance Test is >50%
8'
_ 3 - Prevalence Index is 53.0'
15 = Total Cover
_ Problematic Hydrophytic Vegetation (Explain)
50% of total cover: 7_5
20% of total cover: 3
Herb Stratum (Plot size: 5-k )
'Indicators of hydric soil and wetland hydrology must
1 Poe sp
100 Y FACU
be present, unless disturbed or problematic.
2 Tn O[=repens
15 Y FACU
Definitions of Four Vegetation Strata:
3.
Tree -Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling/Shrub - Woody plants, excluding vines, less
4'
5.
6.
7.
than 3 in. DBH and greater than 3.28 It (1 m) tall.
8'
Herb - All herbaceous (non -woody) plants, regardless
g.
of size, and woody plants less than 3.28 It tall.
10.
Woody vine -All woody vines greater than 3.28 fl in
11.
height.
12.
115 = Total Cover
50% of total cover: 57.5 20% of total cover: 23
Woody Vine Stratum (Plot size: 30-4 )
1 NONE
2.
3.
4.
5.
Hydrophytic
= Total Cover Vegetation
50% of total cover: 20% of total cover: Present? Yes _ No x
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region - Version 2.0

SOIL
HH-WA-WL UP PIN
Sampling Point:
Profile Description: (Describe to the depth needed to document the Indicator or confirm the absence of indicators.)
Depth Matrix
(inches) Color (moist) %
Redox Features
Color (moist) % Type' Loc
Texture Remarks
0-12 10YR 4/4 100
'Type: C=Concentration, D=De letion, RM=Reduced Matrix, MS=Masked Sand Grains.
'Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators: (Applicable to all LRRs,
unless otherwise noted.)
Indicators for Problematic Hydric Soils3:
❑ Hislosol (At)
0 Histic Epipedon (A2)
0 Black Histic (A3)
L] Hydrogen Sulfide (A4)
[] Stratified Layers (A5)
Organic Bodies (A6) (LRR P, T, U)
❑ 5 cm Mucky Mineral (A7) (LRR P, T, U)
Muck Presence (A8) (LRR U)
L] 1 cm Muck (A9) (LRR P, T)
Polyvalue Below Surface (S8) (LRR S, T, U) ❑ 1 cm Muck (A9) (LRR O)
pny Thin Dark Surface (S9) (LRR S, T, U) � 2 cm Muck (A10) (LRR S)
1__I Loamy Mucky Mineral (F1) (LRR O) Reduced Vertic (F18) (outside MLRA 150A,B)
0- Loamy Gleyed Matrix (F2) T-I Piedmont Floodplain Soils (F19) (LRR P, S. T)
QDepleted Matrix (F3) u Anomalous Bright Loamy Soils (F20)
L_I Redox Dark Surface (F6) (MLRA 153B)
Depleted Dark Surface (F7) EI Red Parent Material (TF2)
Redox Depressions (F8) -E] Very Shallow Dark Surface (TF12)
❑ Marl (F10) (LRR U) D Other (Explain in Remarks)
Depleted Below Dark Surface (At 1)
❑ Depleted Ochric (F11) (MLRA 151)
Thick Dark Surface (Al2)
HCoast Prairie Redox (Al6) (MLRA 150A)
❑ Iron -Manganese Masses (F12) (LRR O, P, T) 'Indicators of hydrophytic vegetation and
Umbric Surface (F13) (LRR P, T, U) wetland hydrology must be present,
Sandy Mucky Mineral (Si) (LRR O, S)
0 Sandy Gleyed Matrix (S4)
❑ Delta Ochdc (F17) (MLRA 151)
❑ Reduced Vertic (F18) (MLRA 150A, 150B)
unless disturbed or problematic.
Sandy Redox (S5)
Piedmont Floodplain Soils (F19) (MLRA 149A)
❑ Stripped Matrix (S6)
Dark Surface (S7) (LRR P, S, T, U)
Anomalous Bright Loamy Soils (F20) (MLRA
149A, 153C, 153D)
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present? Yes _ No X
Remarks:
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0

APPENDIX E:
Spirit Communications Jacksonville, North Carolina Wetland Plans

SPIRIT COMMUNICATIONS
JACKSONVILLE FIBER OSP ROUTE
WETLAND / WATERS CROSSINGS PLANS
5PIRR coMMUNIUnONs
JgCN$OIMLLE PIBER OSP RUIRE ME * E* S irit
Yv WEIIAN•/WPIER.0 .zINe PLPNS x. e.xuw.aTeunxowe. _ ^_
I o&ciala®e engineers
H«Eo�Ne«eTw�s.��wwa. T-� toPta communicetione

CONTACTINFO
ADVANTAGE ENGINEERS
PROJECT MANAGER:
ADM JACKSON
PROJECT MAMGER
(0)T1Td5500W
(M) 717-965-1553
AJACKSONIIADVANTAGEENGINEERS.COM
PROJECTENGINEEH:
MICMELGARONER
OSPENGINEER
(0)7175158124
(M)410-2074816
[e-mail]
CONSTRUCTION MANAGER:
RONNYBAKER
CONSTRUCTION MANAGER
(0)717450-0B00
(M)915-091.4434
ReMERGADVANTAGEENGINEERS.GOM
SPIRIT COMMUNICATIONS
PROJECTMANAGER:
JOE MOSS
PROJECT MANAGER
(M)003.2 0.D127
JOE.MOMOSPIRITGOM.COM
CONTACT INFO & SCOPE OF WORK
ONSLOW COUNTY FLOOD PLAIN ADMINISTRATOR:
JENNIFER H. ANSELL, GEM, CZO
CHIEF ZONING AND ENVIRONMENTAL ENFORCEMENT OFFICER
ONSLOW COUNTY PLANNING 8 DEVELOPMENT
2M NORTHWEST CORRIDOR BOULEVARD
JACKSONVILLE, NORTH CAROLINA 28UO
(0) 1910) 98941089 OR(910) 4553881
(F(1910)98941%
SCOPE OF WORK
BURY (3)1.25 HDPE SON 11 CONDUIT
(BLUEJGREENOMN(E).
PULL (1) ARMORED FIBER IN THE ORANGE CONDUIT
PIPE TO BE INSTALLED BY MEANS OF HORIZONTAL
DIRECTIONAL DRILLING AND TRENCHING METHODS
• ALL AREAS DISTURBED BY INSTALLATION TO BE
RESTORED TO E%ISTING OR BETTER CONDITIONS.
CITY OF JACKSONVILLE FLOOD PLAIN ADMINISTRATOR:
NO CLEARING OR GRUBBING (INCLUDING
MECHANVEO) OF ANY WETLAND VEGETATION IS
RYAN KING
PROPOSED BY THIS PROJECT. WHILE WETLANDS
INTERIM DIRECTOR OF PLANNING AND INSPECTIONS
AND WATERS WERE IDENTIFIED WITHIN THE
CITY OF JACKSONVILLE
PROPOSED FIBER OPTIC ROUTE, UTILITY
P.O. BOX 128
CROSSINGS WILL OCCUR BELOW OR ABOVE THE
JACKSONVILLE. NORTH CAROLINA 28•uW 0128
WETLMID OR WATER.
(0)(90)93B-5293
(MI(910)650-7090
(F)(910)9W200
(TDOI(910)455d 52
WWW JACKSONVILLENC.GOV
SPWTCOMMUNICATIME 9CCPE OfIY4Mx
JAG(SONYILLEFIPEROSPROJTE
WETLWDI WRTERS L0.OSSINGPWIS .x..« Y,cKearcvalexwmc.nww, • xaT• Ya TI •�wz xoaFwteea ^ a advantage engineers Cmm�niRuon rtNSprit-®
-u?
-

NIGHT OF WAV LINE
EDGE OF PAVEMENT LINE
MgHARDCHF UNE
MINOR CWTWR LINE
CHFNLINR FENCE LINE
WOODEN FENCE ONE
UNDERGROUND POISON LINE
UNDERGROUND TELCO LINE
.EAD POI LINE
OY GIOTELGOUNE
GASUNE
ENTER LINE
SEVER LIHE
RUNE
STORM... LINE
.E TV LINE
UNNNOKN U11OW
PNLROPDLINE
DELINEATED M£ D
DELI
HNV HIGH HATER LINE
AERIFL FIBER -EXIT.
AENAL FIBER: PROPOSED
SL.. EXISTING
.:PROPOSED
CONDUR-EXISTING
CONWn-PROPOSED
Wei EXISTING
INNERCUPROPOSED
SPIRITCOMMIL ICATpNG
M SO LLIE FIBER OSP ROUTE
MTOURDI WATERS CROSSING RNIS
uMSgMLLE 1pRTN CMWNs
® UTILITY ME- OUSTING
O POLE-PRPVSEO
® HARDHO E-EXISTING
® ...E-PROPOSED
® MANHOLE � EXISTING
® MANHOE-PROP .
pQ REGAL $MIGUR - EXMTING
tl
OQ OERV1STgUGE-PROPOSED
Otl D.UILDINGSiORAGE-PROPOSED
OUGI.H.1NGSTORAGE-P—OD
MEANCHgL90KNGW EXISTING
ME AHGHWIRIONNaIIYERDPOSED
ti< PROPOREDW GGY ON EX, ANCHOR
N SPLKEPOINT-EXISTING
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GENERAL NOTES
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.IRMSOS LU FIBER ES
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NCDOT TYPICALS - 7
/\, PAMLLBL CONDUIT DETAIL FOR NCOOT RAW
.mwowe
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DIRECTIONAL BORE UNDER CREEK BED
SPIRIT COMMUNEE'
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communications

TYPICAL DETAIL - A
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TYPICAL DETAIL - B
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OSP PLAN S • GUM RRAMrM ronecEur_
SEI CL'FIBEROSE NSLF
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KEi1gNDI WgiERS CROSSING PIpN5tIRTRo�iN< -$x ots oFie• �o advamae engineers
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OSP PLAN 9 - EAST JACKSONVILLE CROSSING
. y
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MC...IILM FIBER OSP ROUTE
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—

APPENDIX F:
Photograph Log with Captions

.V
yy rok ` r
vs
f >F
11` lY P

SITE PHOTOGRAPHS
Fiber OSP
Spirit Communications,
Jacksonville, Onslow County, North Carolina
Project No.: 1800935
7. View of proposed Blue Creek crossing near
HH-59A, facing east
9. View of PEM wetland HH-04A-WL, facing east.
11. View of PEM wetland HH-29B-WL, facing south-
east.
8. View of PEM wetland HH-03A-WL, facing north.
10. View of the proposed aerial crossing across New River
at HH-03A. Note the existing suspended cables, facing west.
12. View of the proposed crossing of Northeast
Creek near HH29B, facing northwest.

SITE PHOTOGRAPHS
Fiber OSP
Spirit Communications,
Jacksonville, Onslow County, North Carolina
Project No.: 1800935
13. View of proposed Sandy Run Branch crossing
near HH-08B, facing east.
15. View of proposed Blue Creek crossing near
HH-19A, facing southwest.
17.View of proposed Brinson Creek crossing
near HH-79A, facing south.
14. View of proposed Scales Creek crossing near
HH-12B, facing east.
16. View of proposed Sandy Run Branch crossing
near HH-52B, facing east.
18.View of proposed Northeast Creek crossing
near HH-102B, facing southeast.

Appendix D
PROOF OF CONTIGUOUS PROPERTY OWNER NOTIFICATION
Jacksonville Fiber OSP Project

Tar Landing
3257 *3236
�.4
1-70
331-d 1
331-7�1
331 7102
31 0
0 '�NpS F
331-G& 1
7K Y
33 1-791
1125s; -zs�c.
t
332-2
s32-250
N
33224F' W E
S
November20, 2018
— Major Roads
Lj Parcels
1:2,257
0 0.0175
0.035
0.07 mi
0 0.03
0.06
0.12 km

L\
advantage engineers
Pollard Enterprises, Inc.
320 Willbarry Road
Jacksonville, NC 28540-2902
520 Fellowship Road
Suite A-106
Mt. Laurel, NJ 08054
[phone]
11 /20/2018
Re: Jacksonville Spirit OSP Fiber Optic Project
North Carolina Department of Environmental Quality, Division of Coastal
Management General Permit .1600 Notification
Concerning your property at:
1125 Blue Creek Road
Jacksonville, NC 28540
Parcel #: 025131
Dear Property Owner(s):
Advantage Engineers, LLC (Advantage), on behalf of Spirit Communications (Spirit), is submitting
an application to the North Carolina Department of Environmental Quality, Division of Coastal
Management to obtain authorization to perform work in Section 10 waters at a property contiguous
to yours on Blue Creek Road. Spirit is proposing the installation of fiber-optic cable through
horizontal directional drilling in the vicinity of your property.
If you would like to provide comments, please send a letter to the following address within 10 days
of receipt of this letter. Note that no response will be interpreted as no objection.
North Carolina Department of Environmental Quality
Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
252-808-2808
roan davenport(a)ncdenr.gov
Respectfully Submitted,
Leeron Tagger
Senior Ecologist
Advantage Engineers

L\
® advantage engineers
Danny & Wanda Baysden
531 Haw Branch Road
Richlands, NC 28574
520 Fellowship Road
Suite A-106
Mt. Laurel, NJ 08054
[phone]
11/20/2018
Re: Jacksonville Spirit OSP Fiber Optic Project
North Carolina Department of Environmental Quality, Division of Coastal
Management General Permit .1600 Notification
Concerning your property at:
Richlands Highway
Jacksonville, NC 28540
Parcel #: 051256
Dear Property Owner(s):
Advantage Engineers, LLC (Advantage), on behalf of Spirit Communications (Spirit), is submitting
an application to the North Carolina Department of Environmental Quality, Division of Coastal
Management to obtain authorization to perform work in Section 10 waters at a property contiguous
to yours on Richlands Highway. Spirit is proposing the installation of fiber-optic cable through
horizontal directional drilling in the vicinity of your property.
If you would like to provide comments, please send a letter to the following address within 10 days
of receipt of this letter. Note that no response will be interpreted as no objection.
North Carolina Department of Environmental Quality
Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
252-808-2808
roan. davenport(a)ncdenr. gov
Respectfully Submitted,
Leeron Tagger
Senior Ecologist
Advantage Engineers

L\
advantage engineers
Blue Creek Utilities, Inc.
2965 Richlands Highway
Jacksonville, INC 28540-2978
520 Fellowship Road
Suite A-106
Mt. Laurel, NJ 08054
[phone]
11 /20/2018
Re: Jacksonville Spirit OSP Fiber Optic Project
North Carolina Department of Environmental Quality, Division of Coastal
Management General Permit .1600 Notification
Concerning your property at:
1111 Blue Creek Road
Jacksonville, NC 28540
Parcel #: 024944
Dear Property Owner(s):
Advantage Engineers, LLC (Advantage), on behalf of Spirit Communications (Spirit), is submitting
an application to the North Carolina Department of Environmental Quality, Division of Coastal
Management to obtain authorization to perform work in Section 10 waters at a property contiguous
to yours on Blue Creek Road. Spirit is proposing the installation of fiber-optic cable through
horizontal directional drilling in the vicinity of your property.
If you would like to provide comments, please send a letter to the following address within 10 days
of receipt of this letter. Note that no response will be interpreted as no objection.
North Carolina Department of Environmental Quality
Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
252-808-2808
Ivan. daven port@ncdenr. pov
Respectfully Submitted,
Leemn Tagger
Senior Ecologist
Advantage Engineers

advantage engineers
Deramus & Voranavanan
1126 Blue Creek Road
Jacksonville, NC 28540
520 Fellowship Road
Suite A-106
Mt. Laurel, NJ 08054
[phone]
11 /20/2018
Re: Jacksonville Spirit OSP Fiber Optic Project
North Carolina Department of Environmental Quality, Division of Coastal
Management General Permit .1600 Notification
Concerning your property at:
1126 Blue Creek Road
Jacksonville, INC 28540
Parcel #: 033847
Dear Property Owner(s):
Advantage Engineers, LLC (Advantage), on behalf of Spirit Communications (Spirit), is submitting
an application to the North Carolina Department of Environmental Quality, Division of Coastal
Management to obtain authorization to perform work in Section 10 waters at a property contiguous
to yours on Blue Creek Road. Spirit is proposing the installation of fiber-optic cable through
horizontal directional drilling in the vicinity of your property.
If you would like to provide comments, please send a letter to the following address within 10 days
of receipt of this letter. Note that no response will be interpreted as no objection.
North Carolina Department of Environmental Quality
Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
252-808-2808
ryan.davenport(a)ncdenr.gov
Respectfully Submitted,
Leeron Tagger
Senior Ecologist
Advantage Engineers

46 W21
4C,2.462
256
102r-254264
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184''. 242*c ,
v 200ot 241 2721 136
�0 208ry 203 y
*1110 181 32
s hL 0
November 20, 2018
Major Roads
Streams
Parcels
1:9,028
0 0.075 0.15 0.3 mi
0 ei 0.2 0.4 km
Saucer Esri, HERE, Ga.n, USGS, InWJNCREMENTP,NRCa,
Esri JWw, MET, Esri Chm (Hmg KDWg Esrl Kares,Esri(TWv ),
NGCC,®Gpen WdWPcoWiWtars, a "GIS Usa Ca ty

520 Fellowship Road
® a engineers ineers Suite
® g g Mt. Laurel,
NJ 08054
[phone]
11 /20/2018
United States of America
Camp LeJuene
1510 Gilbert Street
Norfolk, VA 23511
Re: Jacksonville Spirit OSP Fiber Optic Project
North Carolina Department of Environmental Quality, Division of Coastal
Management General Permit .1600 Notification
Concerning your property at:
Camp LeJeune on Wilmington Highway
Jacksonville, INC 28540
Parcel #: 036500
Dear Property Owner(s):
Advantage Engineers, LLC (Advantage), on behalf of Spirit Communications (Spirit), is submitting
an application to the North Carolina Department of Environmental Quality, Division of Coastal
Management to obtain authorization to perform work in Section 10 waters at a property contiguous
to yours on Wilmington Highway. Spirit is proposing the installation of fiber-optic cable through
horizontal directional drilling in the vicinity of your property.
If you would like to provide comments, please send a letter to the following address within 10 days
of receipt of this letter. Note that no response will be interpreted as no objection.
North Carolina Department of Environmental Quality
Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
252-808-2808
roan.davenport(io ncdenr.gov
Respectfully Submitted,
_ f-
Leeron Tagger
Senior Ecologist
Advantage Engineers

L\
advantage engineers
North Carolina Department of Transportation
295 Wilmington Highway
Jacksonville, NC 28540
520 Fellowship Road
Suite A-106
Mt. Laurel, NJ 08054
[phone]
11 /20/2018
Re: Jacksonville Spirit OSP Fiber Optic Project
North Carolina Department of Environmental Quality, Division of Coastal
Management General Permit .1600 Notification
Concerning your property at:
299 Wilmington Highway
Jacksonville, NC 28540
Parcel #: 040902
Dear Property Owner(s):
Advantage Engineers, LLC (Advantage), on behalf of Spirit Communications (Spirit), is submitting
an application to the North Carolina Department of Environmental Quality, Division of Coastal
Management to obtain authorization to perform work in Section 10 waters at a property contiguous
to yours on Wilmington Highway. Spirit is proposing the installation of fiber-optic cable through
horizontal directional drilling in the vicinity of your property.
If you would like to provide comments, please send a letter to the following address within 10 days
of receipt of this letter. Note that no response will be interpreted as no objection.
North Carolina Department of Environmental Quality
Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
252-808-2808
rrvan.davenport(a) ncdenr.gov
Respectfully Submitted,
Leeron Tagger
Senior Ecologist
Advantage Engineers

tL
{
y`
A.y�A
ryuw
s *.
w �j
'
i� • -
&2 ..

520 Fellowship Road
advantage engineers
L
� g g
l. NJ 08054
Mt. Laurel,
W
[phone]
11 /20/2018
Joseph and Jeneal Teander
3150 Richlands Highway
Jacksonville. NC 28540
Re: Jacksonville Spirit OSP Fiber Optic Project
North Carolina Department of Environmental Quality, Division of Coastal
Management General Permit .1600 Notification
Concerning your property at:
3150 Richlands Highway
Jacksonville, NC 28540
Parcel #: 022512
Dear Property Owner(s):
Advantage Engineers, LLC (Advantage), on behalf of Spirit Communications (Spirit), is submitting
an application to the North Carolina Department of Environmental Quality, Division of Coastal
Management to obtain authorization to perform work in Section 10 waters at a property contiguous
to yours on Richlands Highway. Spirit is proposing the installation of fiber-optic cable through
horizontal directional drilling in the vicinity of your property.
If you would like to provide comments, please send a letter to the following address within 10 days
of receipt of this letter. Note that no response will be interpreted as no objection.
North Carolina Department of Environmental Quality
Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
252-808-2808
[e-mail]
Respectfully Submitted,
Leeron Tagger
Senior Ecologist
Advantage Engineers

L\
advantage engineers
Popkins Brothers Enterprises Inc
625 New Bridge Street
Jacksonville, NC 28541
520 Fellowship Road
Suite A-106
Mt. Laurel, NJ 08054
[phone]
11 /20/2018
Re: Jacksonville Spirit OSP Fiber Optic Project
North Carolina Department of Environmental Quality, Division of Coastal
Management General Permit .1600 Notification
Concerning your property at:
Richlands Highway
Jacksonville, NC 28540
Parcel #: 031837
Dear Property Owner(s):
Advantage Engineers, LLC (Advantage), on behalf of Spirit Communications (Spirit), is submitting
an application to the North Carolina Department of Environmental Quality, Division of Coastal
Management to obtain authorization to perform work in Section 10 waters at a property contiguous
to yours on Richlands Highway. Spirit is proposing the installation of fiber-optic cable through
horizontal directional drilling in the vicinity of your property.
If you would like to provide comments, please send a letter to the following address within 10 days
of receipt of this letter. Note that no response will be interpreted as no objection.
North Carolina Department of Environmental Quality
Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
252-808-2808
roan. daven port6D n cde n r.g ov
Respectfully Submitted,
Leeron Tagger
Senior Ecologist
Advantage Engineers

Pet Lane 2
' — � (\V� n S+yI 3,d+k,`1, 9 +"�J>Li �, c, FL�+r Y�!'zL' g 1�trr'$n"5w�`le:`-' •
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�46 ' � �+� � 410.f5L d,
_� S
November20, 2018
— Major Roads
— Streams
❑ Parcels
1:2,257
0 0.0175
0.035
0.07 mi
0 0.03
0.06
0.12 km

An\
® advantage engineers
11 /20/2018
Onslow County
234 NW Corridor Boulevard
Jacksonville, NC 28540-5309
520 Fellowship Road
Suite A-106
Mt. Laurel, NJ 08054
[phone]
Re: Jacksonville Spirit OSP Fiber Optic Project
North Carolina Department of Environmental Quality, Division of Coastal
Management General Permit .1600 Notification
Concerning your property at:
New Bridge Street, Old Bridge Street and Anne Street
Jacksonville, NC 28540
Parcel #: 040347, 040331, 040353
Dear Property Owner(s):
Advantage Engineers, LLC (Advantage), on behalf of Spirit Communications (Spirit), is submitting
an application to the North Carolina Department of Environmental Quality, Division of Coastal
Management to obtain authorization to perform work in Section 10 waters at a property contiguous
to yours on New Bridge Street, Old Bridge Street, and Anne Street. Spirit is proposing the
installation of fiber-optic cable through existing conduit and horizontal directional drilling in the
vicinity of your property.
If you would like to provide comments, please send a letter to the following address within 10 days
of receipt of this letter. Note that no response will be interpreted as no objection.
North Carolina Department of Environmental Quality
Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
252-808-2808
ryan.davenoort(cbncdenrgov
Respectfully Submitted,
Leeron Tagger
Senior Ecologist
Advantage Engineers

L\
advantage engineers
North Carolina Department of Transportation
295 Wilmington Highway
Jacksonville, NC 28540
520 Fellowship Road
Suite A-106
Mt. Laurel, NJ 08054
[phone]
11 /20/2018
Re: Jacksonville Spirit OSP Fiber Optic Project
North Carolina Department of Environmental Quality, Division of Coastal
Management General Permit .1600 Notification
For Property on Old Bridge Street
Jacksonville, North Carolina
Concerning your property at:
Old Bridge Street
Jacksonville, NC 28540
Parcel #: 050070
Dear Property Owner(s):
Advantage Engineers, LLC (Advantage), on behalf of Spirit Communications (Spirit), is submitting
an application to the North Carolina Department of Environmental Quality, Division of Coastal
Management to obtain authorization to perform work in Section 10 waters at a property contiguous
to yours on Old Bridge Street. Spirit is proposing the installation of fiber-optic cable through
existing conduit in the vicinity of your property.
If you would like to provide comments, please send a letter to the following address within 10 days
of receipt of this letter. Note that no response is interpreted as no objection.
North Carolina Department of Environmental Quality
Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
252-808-2808
rvan.davenport(o)ncdenr.gov
Respectfully Submitted,
Leeron Tagger
Senior Ecologist
Advantage Engineers

41a77
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109 1 "
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November 20, 2018
Major Roads
Streams
Parcels
1:2,257
0 0.0175
0.035
0.07 mi
0 0.03
0.06
0.12 km

L\
® advantage engineers
11 /20/2018
City of Jacksonville
815 New Bridge Street
Jacksonville, NC 28541-0128
520 Fellowship Road
Suite A-106
Mt. Laurel, NJ 08054
[phone]
Re: Jacksonville Spirit OSP Fiber Optic Project
North Carolina Department of Environmental Quality, Division of Coastal
Management General Permit .1600 Notification
Concerning your property at:
109 Chaney Avenue and 44 N Marine Blvd.
Jacksonville, NC 28540
Parcel #: 040901 and 040890
Dear Property Owner(s):
Advantage Engineers, LLC (Advantage), on behalf of Spirit Communications (Spirit), is submitting
an application to the North Carolina Department of Environmental Quality, Division of Coastal
Management to obtain authorization to perform work in Section 10 waters at a property contiguous
to yours on Chaney Avenue and Marine Boulevard. Spirit is proposing the installation of fiber-
optic cable through horizontal directional drilling in the vicinity of your property.
If you would like to provide comments, please send a letter to the following address within 10 days
of receipt of this letter. Note that no response will be interpreted as no objection.
North Carolina Department of Environmental Quality
Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
252-808-2808
rvan.davenport(U)ncdenr.gov
Respectfully Submitted,
Leeron Tagger
Senior Ecologist
Advantage Engineers

Bell Fork 1
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Az\
advantage engineers
Southern Equipment Company Inc.
3200 Spring Forest Road Suite 210
Raleigh, NC 27616-2812
520 Fellowship Road
Suite A-106
Mt. Laurel, NJ 08054
[phone]
11 /20/2018
Re: Jacksonville Spirit OSP Fiber Optic Project
North Carolina Department of Environmental Quality, Division of Coastal
Management General Permit .1600 Notification
Concerning your property at:
222 Bell Fork Road
Jacksonville, NC 28540
Parcel #: 030093
Dear Property Owner(s):
Advantage Engineers, LLC (Advantage), on behalf of Spirit Communications (Spirit), is submitting
an application to the North Carolina Department of Environmental Quality, Division of Coastal
Management to obtain authorization to perform work in Section 10 waters at a property contiguous
to yours on Bell Fork Road. Spirit is proposing the installation of fiber-optic cable through
horizontal directional drilling in the vicinity of your property.
If you would like to provide comments, please send a letter to the following address within 14 days
of receipt of this letter. Note that no response is interpreted as no objection.
North Carolina Department of Environmental Quality
Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
252-808-2808
rvan.davenoortna ncdenr.gov
Respectfully Submitted,
Leeron Tagger
Senior Ecologist
Advantage Engineers

L\
advantage engineers
City of Jacksonville
815 New Bridge St
Jacksonville, NC 28541-0128
520 Fellowship Road
Suite A-106
Mt. Laurel, NJ 08054
[phone]
11 /20/2018
Re: Spirit OSP Fiber Optic Project
North Carolina Department of Environmental Quality, Division of Coastal
Management General Permit .1600 Notification
Jacksonville, North Carolina
Concerning your property at:
Bell Fork Road
Jacksonville, NC 28540
Parcel #: 040226
Dear Property Owner(s):
Advantage Engineers, LLC (Advantage), on behalf of Spirit Communications (Spirit), is submitting
an application to the North Carolina Department of Environmental Quality, Division of Coastal
Management to obtain authorization to perform work in Section 10 waters at a property contiguous
to yours on Bell Fork Road. Spirit is proposing the installation of fiber-optic cable through
horizontal directional drilling in the vicinity of your property.
If you would like to provide comments, please send a letter to the following address within 10 days
of receipt of this letter. Note that if no response is interpreted as no objection
North Carolina Department of Environmental Quality
Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
252-808-2808
rvan.davenoortna.ncdenr.00v
Respectfully Submitted,
Leeron Tagger
Senior Ecologist
Advantage Engineers

Bell Fork 2
11 4BE-13
:SON\/ILLE
November 20, 2018
— Major Roads
— Streams
347-39.1.
1:500
0 0.004 0.008 0.016 mi
0 0.005 0.01 0.02 km
❑ Parcels

L\
advantage engineers
r
Jay B. Maready
1508 Military Cutoff Road Suite 306
Wilmington, NC 28403
520 Fellowship Road
Suite A-106
Mt. Laurel, NJ 08054
[phone]
11 /20/2018
Re: Jacksonville Spirit OSP Fiber Optic Project
North Carolina Department of Environmental Quality, Division of Coastal
Management General Permit .1600 Notification
Concerning your property at:
410 Bell Fork Road
Jacksonville, NC 28540
Parcel #: 032485
Dear Property Owner(s):
Advantage Engineers, LLC (Advantage), on behalf of Spirit Communications (Spirit), is submitting
an application to the North Carolina Department of Environmental Quality, Division of Coastal
Management to obtain authorization to perform work in Section 10 waters at a property contiguous
to yours on Bell Fork Road. Spirit is proposing the installation of fiber-optic cable through
horizontal directional drilling in the vicinity of your property
If you would like to provide comments, please send a letter to the following address within 10 days
of receipt of this letter. Note that no response will be interpreted as no objection.
North Carolina Department of Environmental Quality
Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
252-808-2808
ryan.davenoort(a)ncdenr.00v
Respectfully Submitted,
Leeron Tagger
Senior Ecologist
Advantage Engineers

Gum Branch
:346K-13
34 6 24.2
JACKS ONVIL.LE
November20, 2018
Major Roads
Streams
Parcels
1:500
0 0.004 0.008 0.016 mi
0 0.005 0.01 0.02 km

L\
® advantage engineers
v
Bailey and Associates, Inc.
College Plaza
405 D Western Blvd.
Jacksonville, NC 28546
520 Fellowship Road
Suite A-106
Mt. Laurel, NJ 08054
[phone]
11 /20/2018
Re: Jacksonville Spirit OSP Fiber Optic Project
North Carolina Department of Environmental Quality, Division of Coastal
Management General Permit .1600 Notification
Concerning your property at:
461 Western Blvd.
Jacksonville, NC 28540
Parcel #: 033326
Dear Property Owner(s):
Advantage Engineers, LLC (Advantage), on behalf of Spirit Communications (Spirit), is submitting
an application to the North Carolina Department of Environmental Quality, Division of Coastal
Management to obtain authorization to perform work in Section 10 waters at a property contiguous
to yours on Western Boulevard. Spirit is proposing the installation of fiber-optic cable through
horizontal directional drilling in the vicinity of your property.
If you would like to provide comments, please send a letter to the following address within 10 days
of receipt of this letter. Note that no response will be interpreted as no objection.
North Carolina Department of Environmental Quality
Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
252-808-2808
roan. daven portt7a.ncdenr.aov
Respectfully Submitted,
Leeron Tagger
Senior Ecologist
Advantage Engineers

L\
advantage engineers
r
John D. Kostello & S. Haruko
122 Drummer Kellum Road
Jacksonville, NC 28546
520 Fellowship Road
Suite A-106
Mt. Laurel, NJ 08054
[phone]
11 /20/2018
Re: Jacksonville Spirit OSP Fiber Optic Project
North Carolina Department of Environmental Quality, Division of Coastal
Management General Permit .1600 Notification for
For Property on Country Club Road
Jacksonville, North Carolina
Concerning your property at:
2300 Country Club Road
Jacksonville, NC 28546
Parcel #: 020994
Dear Property Owner(s):
Advantage Engineers, LLC (Advantage), on behalf of Spirit Communications (Spirit), is submitting
an application to the North Carolina Department of Environmental Quality, Division of Coastal
Management to obtain authorization to perform work in Section 10 waters at a property contiguous
to yours on Country Club Road. Spirit is proposing the installation of fiber-optic cable through
horizontal directional drilling in the vicinity of your property (Map ID: 2300, Parcel ID: 020994).
If you would like to provide comments, please send a letter to the following address within 10 days
of receipt of this letter. Note that no response is interpreted as no objection.
North Carolina Department of Environmental Quality
Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
252-808-2808
ryan.davennorKa)ncdenr.gov
Respectfully Submitted,
Leeron Tagger
Senior Ecologist
Advantage Engineers

"
520 Fellowship Road
® advantage engineers
®
Suite A-106
Mt. Laurel, NJ 08054
[phone]
11 /20/2018
Kin Wa Zhang & Heng Yuan
899 Lynchburg Drive
Jacksonville, NC 28546
Re: Jacksonville Spirit OSP Fiber Optic Project
North Carolina Department of Environmental Quality, Division of Coastal
Management General Permit .1600 Notification
For Property on Lynchburg Drive
Jacksonville, North Carolina
Concerning your property at:
899 Lynchburg Drive
Jacksonville, NC 28546
Parcel #: 020191
Dear Property Owner(s):
Advantage Engineers, LLC (Advantage), on behalf of Spirit Communications (Spirit), is submitting
an application to the North Carolina Department of Environmental Quality, Division of Coastal
Management to obtain authorization to perform work in Section 10 waters at a property contiguous
to yours on Lynchburg Drive. Spirit is proposing the installation of fiber-optic cable through
horizontal directional drilling in the vicinity of your property.
If you would like to provide comments, please send a letter to the following address within 10 days
of receipt of this letter. Note that no response is interpreted as no objection.
North Carolina Department of Environmental Quality
Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
252-808-2808
roan.davenport(g)ncdenr.gov
Respectfully Submitted,
Leeron Tagger
Senior Ecologist
Advantage Engineers

Piney Green
November 20, 2018 1:2,257
0 0.0175 0.035 0.07 mi
Major Roads
0 0.03 0.06 0.12 km
— Streams
-] Parcels

L\
advantage engineers
United States of America
Camp LeJuene
1510 Gilbert Street
Norfolk, VA 23511
520 Fellowship Road
Suite A-106
Mt. Laurel, NJ 08054
[phone]
11 /20/2018
Re: Jacksonville Spirit OSP Fiber Optic Project
North Carolina Department of Environmental Quality, Division of Coastal
Management General Permit .1600 Notification
Concerning your property at:
Camp LeJeune on LeJeune Blvd.
Jacksonville, NC 28546
Parcel #: 036500
Dear Property Owner(s):
Advantage Engineers, LLC (Advantage), on behalf of Spirit Communications (Spirit), is submitting
an application to the North Carolina Department of Environmental Quality, Division of Coastal
Management to obtain authorization to perform work in Section 10 waters at a property contiguous
to yours on LeJeune Boulevard. Spirit is proposing the installation of fiber-optic cable through
horizontal directional drilling in the vicinity of your property.
If you would like to provide comments, please send a letter to the following address within 10 days
of receipt of this letter. Note that no response will be interpreted as no objection.
North Carolina Department of Environmental Quality
Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
252-808-2808
roan. davenoort(a)ncden r.00v
Respectfully Submitted,
r;
Leeron Tagger
Senior Ecologist
Advantage Engineers

Az�\
® advantage engineers
James Damiano
1654 Blue Creek Rd
Jacksonville, NC 28540
520 Fellowship Road
Suite A-106
Mt. Laurel, NJ 08054
[phone]
11 /20/2018
Re: Jacksonville Spirit OSP Fiber Optic Project
North Carolina Department of Environmental Quality, Division of Coastal
Management General Permit .1600 Notification for
For Property on Country Club Road
Jacksonville, North Carolina
Concerning your property at:
2455 LeJeune Blvd
Jacksonville, NC 28546
Parcel #: 058903
Dear Property Owner(s):
Advantage Engineers, LLC (Advantage), on behalf of Spirit Communications (Spirit), is submitting
an application to the North Carolina Department of Environmental Quality, Division of Coastal
Management to obtain authorization to perform work in Section 10 waters at a property contiguous
to yours on LeJeune Boulevard. Spirit is proposing the installation of fiber-optic cable through
horizontal directional drilling in the vicinity of your property (Map ID: 2300, Parcel ID: 020994).
If you would like to provide comments, please send a letter to the following address within 10 days
of receipt of this letter. Note that no response is interpreted as no objection.
North Carolina Department of Environmental Quality
Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
252-808-2808
ryan. daven nort() ncden r.gov
Respectfully Submitted,
Leeron Tagger
Senior Ecologist
Advantage Engineers

Tagger, Leeron
From: UPS Quantum View <[e-mail]>
Sent: Tuesday, November 20, 2018 02:48 PM
To: Beiger, Shane
Subject: UPS Ship Notification, Tracking Number 1ZVVR1342A891523539
You have a package coming,
Scheduled Delivery Date: Friday, 11/23/2018
This message was sent to you at the request of ADVANTAGE ENGINEERS to notify you that the shipment
information below has been transmitted to UPS. The physical package may or may not have actually been
tendered to UPS for shipment. To verify the actual transit status of your shipment, click on the tracking link
below.
Shipment Details
From:
ADVANTAGE ENGINEERS
Tracking Number:
1ZWR1342A891523539
Re property on New & Old Bridge St.
Onslow County
Ship To:
234 NW Corridor Blvd
JACKSONVILLE, NC 28540
US
UPS Service:
UPS GROUND
Number of Packages:
1
Scheduled Delivery:
11/23/2018
Signature Required:
Adult must be at least 21 years of age
Weight:
1.0 LBS
Reference Number 1:
Beiger 1800935
q
Hundreds of deals & offers,
updated daily.
iAtr--- 'f` UISMyG7)oice

© 2018 United Parcel Service of America, Inc. UPS, the UPS brandmark, and the color brown are
trademarks of United Parcel Service of America, Inc. All rights reserved.
All trademarks, trade names, or service marks that appear in connection with UPS's services are the
property of their respective owners.
Please do not reply directly to this e-mail. UPS will not receive any reply message.
For more information on UPS's privacy practices, refer to the UPS Privacy Notice.
For questions or comments, visit Contact UPS.
This communication contains proprietary information and may be confidential. If you are not the intended
recipient, the reading, copying, disclosure or other use of the contents of this e-mail is strictly prohibited
and you are instructed to please delete this e-mail immediately.
Liles . e �
.,JPIMFMM&i

Tagger, Leeron
From: UPS Quantum View <[e-mail]>
Sent: Tuesday, November 20, 2018 02:22 PM
To: Beiger, Shane
Subject: UPS Ship Notification, Tracking Number 1ZWR13420397409912
You have a package coming.
Scheduled Delivery Date: Friday, 11/23/2018
This message was sent to you at the request of ADVANTAGE ENGINEERS to notify you that the shipment
information below has been transmitted to UPS. The physical package may or may not have actually been
tendered to UPS for shipment. To verify the actual transit status of your shipment, click on the tracking link
below.
Shipment Details
From:
ADVANTAGE ENGINEERS
Tracking Number:
1ZWR13420397409912
Re: property on Wilmington Hwy
North Carolina Dept of Trans
Ship To:
292 Wilmington Highway
JACKSONVILLE, NC 28540
US
UPS Service:
UPS GROUND
Number of Packages:
1
Scheduled Delivery:
11/23/2018
Weight:
1.0 LBS
Reference Number 1:
Beiger 1800935
Hundreds of deals & offers,
'I updated daily.
V m'S ntycyrutr
11 Download the UPS mobile app

© 2018 United Parcel Service of America, Inc. UPS, the UPS brandmark, and the color brown are
trademarks of United Parcel Service of America, Inc. All rights reserved.
All trademarks, trade names, or service marks that appear in connection with UPS's services are the
property of their respective owners.
Please do not reply directly to this a -mail. UPS will not receive any reply message.
For more information on UPS's privacy practices, refer to the UPS Privacy Notice.
For questions or comments, visit Contact UPS.
This communication contains proprietary information and may be confidential. If you are not the intended
recipient, the reading, copying, disclosure or other use of the contents of this e-mail Is strictly prohibited
and you are instructed to please delete this e-mail immediately.
UPS Privacy Notice
Help and Support Center

Tagger, Leeron
From: UPS Quantum View <[e-mail]>
Sent: Tuesday, November 20, 2018 02:49 PM
To: Beiger, Shane
Subject: UPS Ship Notification, Tracking Number 1ZWR1342A895573139
You have a package coming.
Scheduled Delivery Date: Friday, 11/23/2018
This message was sent to you at the request of ADVANTAGE ENGINEERS to notify you that the shipment
information below has been transmitted to UPS. The physical package may or may not have actually been
tendered to UPS for shipment. To verify the actual transit status of your shipment, click on the tracking link
below.
Shipment Details
From:
ADVANTAGE ENGINEERS
Tracking Number:
12.WR1342A895573139
Re: property on Old Bridge Street
NC DOT
Ship To:
295 Wilmington Highway
JACKSONVILLE, NC 28540
US
UPS Service:
UPS GROUND
Number of Packages:
- 1
Scheduled Delivery:
11/23/2018
Signature Required:
Adult must be at least 21 years of age
Weight:
1.0 LBS
Reference Number 1:
Beiger 1800935
i M
Hundreds ol'deals & oilers,
�i1�' i' �i updated daily.
— �` 1"R"MyCloice
1

L+ r. _M- 4-nnI
© 2018 United Parcel Service of America, Inc. UPS, the UPS brandmark, and the color brown are
trademarks of United Parcel Service of America, Inc. All rights reserved.
All trademarks, trade names, or service marks that appear in connection with UPS's services are the
property of their respective owners.
Please do not reply directly to this e-mail. UPS will not receive any reply message.
For more information on UPS's privacy practices, refer to the UPS Privacy Notice.
For questions or comments, visit Contact UPS.
This communication contains proprietary Information and may be confidential. If you are not the intended
recipient, the reading, copying, disclosure or other use of the contents of this e-mail is strictly prohibited
and you are instructed to please delete this e-mail immediately.
UPS Privacy Notice
. MdMI

Tagger, Leeron
From:
UPS Quantum View <[e-mail]>
Sent:
Tuesday, November 20, 2018 02:32 PM
To:
Beiger, Shana
Subject:
UPS Ship Notification, Tracking Number 1ZWR13420390911515
You have a package coming.
Scheduled Delivery Date: Friday, 11/23/2018
This message was sent to you at the request of ADVANTAGE ENGINEERS to notify you that the shipment
information below has been transmitted to UPS. The physical package may or may not have actually been
tendered to UPS for shipment. To verify the actual transit status of your shipment, click on the tracking link
below.
Shipment Details
From:
ADVANTAGE ENGINEERS
Tracking Number:
1ZWRI3420390911515
Re: property on Richlands Highway
Popkins Brothers Enterprises, Inc.
Ship To:
625 New Bridge Street
JACKSONVILLE, NC 28541
Us
UPS Service:
UPS GROUND
Number of Packages:
1
Scheduled Delivery:
11/23/2018
Weight:
1.0 LBS
Reference Number 1:
Beiger 1800935
i
fill
Hundreds of'deals & offers,
updated daily. Mill
Ur'S Afp Caoice
C] Download the UPS mobile app
1

© 2018 United Parcel Service of America, Inc. UPS, the UPS brandmark, and the color brown are
trademarks of United Parcel Service of America, Inc. All rights reserved.
All trademarks, trade names, or service marks that appear in connection with UPS's services are the
property of their respective owners.
Please do not reply directly to this e-mail. UPS will not receive any reply message.
For more information on UPS's privacy practices, refer to the UPS Privacy Notice.
For questions or comments, visit Contact UPS.
This communication contains proprietary information and may be confidential. If you are not the Intended
recipient, the reading, copying, disclosure or other use of the contents of this e-mail is strictly prohibited
and you are instructed to please delete this e-mail immediately.
UPS Privacy Notice
Help and Support Center

Tagger, Leeron
From:
UPS Quantum View <[e-mail]>
Sent:
Tuesday, November 20, 2018 02:10 PM
To:
Beiger, Shane
Subject:
UPS Ship Notification, Tracking Number 1ZWR13420391008482
You have a package coming.
Scheduled Delivery Date: Friday, 11/23/2018
This message was sent to you at the request of ADVANTAGE ENGINEERS to notify you that the shipment
information below has been transmitted to UPS. The physical package may or may not have actually been
tendered to UPS for shipment. To verify the actual transit status of your shipment, click on the tracking link
below.
Shipment Details
From:
ADVANTAGE ENGINEERS
Tracking Number:
IZWR13420391008482
Re. property on Blue Creek Road
Blue Creek Utilities, Inc.
Ship To:
2965 Richlands Highway
JACKSONVILLE, NC 28540
US
UPS Service:
UPS GROUND
Number of Packages:
1
Scheduled Delivery:
11/23/2018
Weight:
1.0 LBS
Reference Number 1:
Beiger 1800935
Ar I Hundreds of deals & oilers,
r updated daily.
r-
C3Download the UPS mobile app
1
UmArvcaoul,

© 2018 United Parcel Service of America, Inc. UPS, the UPS brandmark, and the color brown are
trademarks of United Parcel Service of America, Inc. All rights reserved.
All trademarks, trade names, or service marks that appear in connection with UPS's services are the
property of their respective owners.
Please do not replydirectly to this e-mail. UPS will not receive any reply message.
For more information on UPS's privacy practices, refer to the UPS Privacy Notice.
For questions or comments, visit Contact UPS.
This communication contains proprietary information and may be confidential. If you are not the intended
recipient, the reading, copying, disclosure or other use of the contents of this e-mail is strictly prohibited
and you are instructed to please delete this e-mail immediately.
UPS Privacy Notice
Help and Support Center

Tagger, Leeron
From:
UPS Quantum View <[e-mail]>
Sent:
Tuesday, November 20, 2018 03:03 PM
To:
Beiger, Shana
Subject:
UPS Ship Notification, Tracking Number IZWR13420391232542
You have a package coming.
Scheduled Delivery Date: Friday, 11/23/2018
This message was sent to you at the request of ADVANTAGE ENGINEERS to notify you that the shipment
information below has been transmitted to UPS. The physical package may or may not have actually been
tendered to UPS for shipment. To verify the actual transit status of your shipment, click on the tracking link
below.
Shipment Details
From:
ADVANTAGE ENGINEERS
Tracking Number:
IZWR13420391232542
Re: property on Chaney and Marine
City of Jacksonville
Ship To:
815 New Bridge Street
JACKSONVILLE, NC 28541
US
UPS Service:
UPS GROUND
Number of Packages:
1
Scheduled Delivery:
11/23/2018
Weight:
1.0 LBS
Reference Number 1:
Beiger 1800935
Hundreds of'deals & offers,
updated daily.
UPS; hfyf.Laire
Download the UPS mobile aoo
i

© 2018 United Parcel Service of America, Inc. UPS, the UPS brandmark, and the color brown are
trademarks of United Parcel Service of America, Inc. All rights reserved.
All trademarks, trade names, or service marks that appear in connection with UPS's services are the
property of their respective owners.
Please do not reply directly to this e-mail. UPS will not receive any reply message.
For more information on UPS's privacy practices, refer to the UPS Privacy Notice.
For questions or comments, visit Contact UPS.
This communication contains proprietary information and may be confidential. If you are not the intended
recipient, the reading, copying, disclosure or other use of the contents of this e-mail is strictly prohibited
and you are instructed to please delete this e-mail immediately.
UPS Privacy Notice
Help and Support Center

Tagger, Leeron
From: UPS Quantum View <[e-mail]>
Sent: Tuesday, November 20, 2018 03:16 PM
To: Beiger, Shane
Subject: UPS Ship Notification, Tracking Number 1 ZVVR1 3420391456560
To get an estimated delivery time for most UPS packages, click Continue
You have a package coming.
Scheduled Delivery Date: Friday, 11/23/2018
Continue
This message was sent to you at the request of ADVANTAGE ENGINEERS to notify you that the shipment
information below has been transmitted to UPS. The physical package may or may not have actually been
tendered to UPS for shipment. To verify the actual transit status of your shipment, click on the tracking link
below.
Shipment Details
From:
ADVANTAGE ENGINEERS
Tracking Number:
1ZWR13420391456560
Kostello and Haruko
Ship To:
122 Drummer Kellum Road
JACKSONVILLE,NC 28546
US
UPS Service:
UPS GROUND

Number of Packages:
Package Weight: 1.0 LBS
Scheduled Delivery: 11/23/2018
Reference Number 1: Beiger 1800935
Getup to a $20 Giftfrom UPS`
Earn rewards when you pick up your packages at a
UPS Access Point" location
'Ends I/I I/h. See offer terms r to d details.
f) Download the UPS mobile aoo
© 2018 United Parcel Service of America, Inc. UPS, the UPS brandmark, and the color brown are
trademarks of United Parcel Service of America, Inc. All rights reserved.
All trademarks, trade names, or service marks that appear in connection with UPS's services are the
property of their respective owners.
Please do not reply directly to this e-mail. UPS will not receive any reply message.
For more information on UPS's privacy practices, refer to the UPS Privacy Notice.
For questions or comments, visit Contact UPS.
This communication contains proprietary information and may be confidential. If you are not the intended
recipient, the reading, copying, disclosure or other use of the contents of this e-mail is strictly prohibited
and you are instructed to please delete this e-mail immediately.
UPS Privacy Notice
Helo and Support Center

Tagger, Leeron
From: UPS Quantum View <[e-mail]>
Sent: Tuesday, November 20, 2018 03:53 PM
To: Beiger, Shana
Subject: UPS Ship Notification, Tracking Number 1ZWR13420392088582
You have a package coming.
Scheduled Delivery Date: Friday, 11/23/2018
This message was sent to you at the request of ADVANTAGE ENGINEERS to notify you that the shipment
information below has been transmitted to UPS. The physical package may or may not have actually been
tendered to UPS for shipment. To verify the actual transit status of your shipment, click on the tracking link
below.
Shipment Details
From:
ADVANTAGE ENGINEERS
Tracking Number:
1ZWR13420392088582
Re: property on Bell Fork Road
City of Jacksonville
Ship To:
815 New Bridge Street
JACKSONVILLE, NC 28541
US
UPS Service:
UPS GROUND
Number of Packages:
1
Scheduled Delivery:
11/23/2018
Weight:
1.0 LBS
Reference Number 1:
Beiger 1800935
{. W
Hundreds of deals tip offers,
` updated daily.
�.
aDownload the UPS mobile aoo

© 2018 United Parcel Service of America, Inc. UPS, the UPS brandmark, and the color brown are
trademarks of United Parcel Service of America, Inc. All rights reserved.
All trademarks, trade names, or service marks that appear in connection with UPS's services are the
property of their respective owners.
Please do not reply directly to this e-mail. UPS will not receive any reply message.
For more information on UPS's privacy practices, refer to the UPS Privacy Notice.
For questions or comments, visit Contact UPS.
This communication contains proprietary information and may be confidential. If you are not the intended
recipient, the reading, copying, disclosure or other use of the contents of this e-mail is strictly prohibited
and you are instructed to please delete this e-mail immediately.
UPS Privacy Notice
Help and Support Center

Tagger, Leeron
From: UPS Quantum View <[e-mail]>
Sent: Tuesday, November 20, 2018 02:12 PM
To: Beiger, Shane
Subject: UPS Ship Notification, Tracking Number I ZVVR1 3420392707493
To get an estimated delivery time for most UPS packages, click Continue
You have a package coming.
Scheduled Delivery Date: Friday, 11/23/2018 Continue
This message was sent to you at the request of ADVANTAGE ENGINEERS to notify you that the shipment
information below has been transmitted to UPS. The physical package may or may not have actually been
tendered to UPS for shipment. To verify the actual transit status of your shipment, click on the tracking link
below.
Shipment Details
From:
ADVANTAGE ENGINEERS
Tracking Number:
IZWRI3420392707493
Deramus and Voranavanan
Ship To:
1126 Blue Creek Road
JACKSONVILLE, NC 28540
US
UPS Service:
UPS GROUND

Number of Packages:
Package Weight: 1.0 LBS
Scheduled Delivery: 11/23/2018
Reference Number 1: Beiger 1800935
Get up to a $20 Giftfrom UPS'
Earn rewards when you pick up your packages at a
UPS Access Point'" location
'Ends 1/11119. See offer teens for details.
© Download the UPS mobile aoo
© 2018 United Parcel Service of America, Inc. UPS, the UPS brandmark, and the color brown are
trademarks of United Parcel Service of America, Inc. All rights reserved.
All trademarks, trade names, or service marks that appear in connection with UPS'S services are the
property of their respective owners.
Please do not reply directly to this e-mail. UPS will not receive any reply message.
For more information on UPS's privacy practices, refer to the UPS Privacy Notice.
For questions or comments, visit Contact UPS.
This communication contains proprietary information and may be confidential. If you are not the intended
recipient, the reading, copying, disclosure or other use of the contents of this e-mail is strictly prohibited
and you are instructed to please delete this e-mail immediately.
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Tagger, Leeron
From:
UPS Quantum View <[e-mail]>
Sent:
Tuesday, November 20, 2018 03:08 PM
To:
Beiger, Shane
Subject:
UPS Ship Notification, Tracking Number IZWR13420392743551
You have a package coming.
Scheduled Delivery Date: Friday, 11/23/2018
This message was sent to you at the request of ADVANTAGE ENGINEERS to notify you that the shipment
information below has been transmitted to UPS. The physical package may or may not have actually been
tendered to UPS for shipment. To verify the actual transit status of your shipment, click on the tracking link
below.
Shipment Details
From:
ADVANTAGE ENGINEERS
Tracking Number:
1ZWR13420392743551
Re: College Plaza
Bailey and Associates, Inc.
Ship To:
405 D Western Boulevard
JACKSONVILLE, NC 28546
US
UPS Service:
UPS GROUND
Number of Packages:
1
Scheduled Delivery:
11/23/2018
Weight:
1.0 LBS
Reference Number 1:
Beiger 1800935
Ji
7- Hundreds ofdeals & oilers,I updated daily.
UPS 6fy c7ioire
Download the UPS mobile aoo
i

© 2018 United Parcel Service of America, Inc. UPS, the UPS brandmark, and the color brown are
trademarks of United Parcel Service of America, Inc. All rights reserved.
All trademarks, trade names, or service marks that appear in connection with UPS's services are the
property of their respective owners.
Please do not reply directly to this e-mail. UPS will not receive any reply message.
For more information on UPS's privacy practices, refer to the UPS Privacy Notice.
For questions or comments, visit Contact UPS.
This communication contains proprietary information and may be confidential. If you are not the intended
recipient, the reading, copying, disclosure or other use of the contents of this e-mail is strictly prohibited
and you are instructed to please delete this e-mail immediately.
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Tagger, Leeron
From: UPS Quantum View <[e-mail]>
Sent: Tuesday, November 20, 2018 03:22 PM
To: Beiger, Shana
Subject: UPS Ship Notification, Tracking Number 1ZVVR13420392771575
You have a package coming.
Scheduled Delivery Date: Friday, 11/23/2018
This message was sent to you at the request of ADVANTAGE ENGINEERS to notify you that the shipment
information below has been transmitted to UPS. The physical package may or may not have actually been
tendered to UPS for shipment. To verify the actual transit status of your shipment, click on the tracking link
below.
Shipment Details
From:
ADVANTAGE ENGINEERS
Tracking Number:
IZWR13420392771575
Re: property on Leleune Blvd.
James Damiano
Ship To:
1654 Blue Creek Road
JACKSONVILLE, NC 28540
US
UPS Service:
UPS GROUND
Number of Packages:
1
Scheduled Delivery:
11/23/2018
Weight:
1.0 LBS
Reference Number 1:
Beiger 1800935
Hundreds ol'deals & offers,
updated daily.
UI'SAfy Choice
12 Download the UPS mobile aoo

© 2018 United Parcel Service of America, Inc. UPS, the UPS brandmark, and the color brown are
trademarks of United Parcel Service of America, Inc. All rights reserved.
All trademarks, trade names, or service marks that appear in connection with UPS's services are the
property of their respective owners.
Please do not reply directly to this e-mail. UPS will not receive any reply message.
For more information on UPS's privacy practices, refer to the UPS Privacy Notice.
For questions or comments, visit Contact UPS.
This communication contains proprietary information and may be confidential. If you are not the intended
recipient, the reading, copying, disclosure or other use of the contents of this e-mail Is strictly prohibited
and you are instructed to please delete this e-mail immediately.

Tagger, Leeron
From:
UPS Quantum View <[e-mail]>
Sent:
Tuesday, November 20, 2018 02:37 PM
To:
Beiger, Shana
Subject:
UPS Ship Notification, Tracking Number I ZWR1 3420393216520
You have a package coming.
Scheduled Delivery Date: Friday, 11/23/2018
This message was sent to you at the request of ADVANTAGE ENGINEERS to notify you that the shipment
information below has been transmitted to UPS. The physical package may or may not have actually been
tendered to UPS for shipment. To verify the actual transit status of your shipment, click on the tracking link
below.
Shipment Details
From:
ADVANTAGE ENGINEERS
Tracking Number:
lZWR13420393216520
Re: property on Richlands Highway
Teander
Ship To:
3150 Richlands Highway
JACKSONVILLE, NC 28540
US
UPS Service:
UPS GROUND
Number of Packages:
1
Scheduled Delivery:
11/23/2018
Weight:
1.0 LBS
Reference Number 1:
Beiger 1800935
"u Hundreds of deals & offers,
:y
updated daily.
Download the UPS mobile app

© 2018 United Parcel Service of America, Inc. UPS, the UPS brandmark, and the color brown are
trademarks of United Parcel Service of America, Inc. All rights reserved.
All trademarks, trade names, or service marks that appear in connection with UPS's services are the
property of their respective owners.
Please do not reply directly to this e-mail. UPS will not receive any reply message.
For more information on UPS's privacy practices, refer to the UPS Privacy Notice.
For questions or comments, visit Contact UPS.
This communication contains proprietary information and may be confidential. If you are not the Intended
recipient, the reading, copying, disclosure or other use of the contents of this e-mail is strictly prohibited
and you are instructed to please delete this e-mail immediately.
PI;&_j
Help and Support Center

Tagger, Leeron
From: UPS Quantum View <[e-mail]>
Sent: Tuesday, November 20, 2018 03:56 PM
To: Beiger, Shana
Subject: UPS Ship Notification, Tracking Number 1ZWR13420394807596
You have a package coming.
Scheduled Delivery Date: Friday, 11/23/2018
This message was sent to you at the request of ADVANTAGE ENGINEERS to notify you that the shipment
information below has been transmitted to UPS. The physical package may or may not have actually been
tendered to UPS for shipment. To verify the actual transit status of your shipment, click on the tracking link
below.
Shipment Details
From:
ADVANTAGE ENGINEERS
Tracking Number:
1ZWRI3420394807596
Re: property on Bell Fork Road
Southern Equip Co. Inc.
Ship To:
3200 Spring Forest Road
Suite 210
RALEIGH, NC 27616
US
UPS Service:
UPS GROUND
Number of Packages:
1
Scheduled Delivery:
11/23/2018
Weight:
1.0 LBS
Reference Number 1:
Beiger 1800935
a�� Hundreds of deals & offers,
77, ;. updated daily.
14:
MISMY Gboire

® Download the UPS mobile app
© 2018 United Parcel Service of America, Inc. UPS, the UPS brandmark, and the color brown are
trademarks of United Parcel Service of America, Inc. All rights reserved.
All trademarks, trade names, or service marks that appear in connection with UPS's services are the
property of their respective owners.
Please do not reply directly to this e-mail. UPS will not receive any reply message.
For more Information on UPS's privacy practices, refer to the UPS Privacy Notice.
For questions or comments, visit Contact UPS.
This communication contains proprietary information and may be confidential. If you are not the intended
recipient, the reading, copying, disclosure or other use of the contents of this e-mail is strictly prohibited
and you are instructed to please delete this e-mail immediately.
UPS Privacy Notice
Help and Support Center

Tagger, Leeron
From: UPS Quantum View <[e-mail]>
Sent: Tuesday, November 20, 2018 02:14 PM
To: Beiger, Shana
Subject: UPS Ship Notification, Tracking Number 1 ZWR1 3420395961104
Q—To get an estimated delivery time for most UPS packages, click Continue
You have a package coming.
Scheduled Delivery Date: Friday, 11/23/2018
Continue
This message was sent to you at the request of ADVANTAGE ENGINEERS to notify you that the shipment
information below has been transmitted to UPS. The physical package may or may not have actually been
tendered to UPS for shipment. To verify the actual transit status of your shipment, click on the tracking link
below.
Shipment Details
From:
ADVANTAGE ENGINEERS
Tracking Number:
1ZWR13420395961104
Pollard Enterprises, Inc.
Ship To:
320 Willbarry Road
JACKSONVILLE,NC 28540
US
UPS Service:
UPS GROUND

Number of Packages:
1
Package Weight:
1.0 LBS
Scheduled Delivery:
11/23/2018
Reference Number 1:
Beiger 1800935
Get up to a $20 Giftfrom UPS"
Earn rewards when you pickup your packages at a ®.
UPS Access Point" location
'Ends 1/11/19. See offer terms for details.
® Download the UPS mobile ano
© 2018 United Parcel Service of America, Inc. UPS, the UPS brandmark, and the color brown are
trademarks of United Parcel Service of America, Inc. All rights reserved.
All trademarks, trade names, or service marks that appear in connection with UPS's services are the
property of their respective owners.
Please do not reply directly to this e-mail. UPS will not receive any reply message.
For more information on UPS's privacy practices, refer to the UPS Privacy Notice.
For questions or comments, visit Contact UPS.
This communication contains proprietary information and may be confidential. If you are not the intended
recipient, the reading, copying, disclosure or other use of the contents of this e-mail is strictly prohibited
and you are instructed to please delete this e-mail immediately.
UPS Privacy Notice
Help and Support Center

Tagger, Leeron
From: UPS Quantum View <[e-mail]>
Sent: Tuesday, November 20, 2018 02:07 PM
To: Beiger, Shane
Subject: UPS Ship Notification, Tracking Number IZWR13420395995499
To get an estimated delivery time for most UPS packages, click Continue
You have a package coming.
Scheduled Delivery Date: Friday, 11/23/2018""`-""'''COntinUe
This message was sent to you at the request of ADVANTAGE ENGINEERS to notify you that the shipment
information below has been transmitted to UPS. The physical package may or may not have actually been
tendered to UPS for shipment. To verify the actual transit status of your shipment, click on the tracking link
below.
Shipment Details
From: ADVANTAGE ENGINEERS
Tracking Number: IZWRI3420395995499
Danny and Wanda Baysden
Ship To: 531 Haw Branch Road
RICHLANDS, NC 28574
US
UPS Service: UPS GROUND

Number of Packages:
Package Weight: 1.0 LBS
Scheduled Delivery: 11/23/2018
Reference Number 1: Beiger 1800935
Getup to a $20 Giftfrom UPS"
Earn rewards when you pickup your packages at a
UPS Access Point- location
'Ends 1/1 VVI See offer teens for details.
Download the UPS mobile app
© 2018 United Parcel Service of America, Inc. UPS, the UPS brandmark, and the color brown are
trademarks of United Parcel Service of America, Inc. All rights reserved.
All trademarks, trade names, or service marks that appear in connection with UPS's services are the
property of their respective owners.
Please do not reply directly to this e-mail. UPS will not receive any reply message.
For more Information on UPS's privacy practices, refer to the UPS Privacy Notice.
For questions or comments, visit Contact UPS.
This communication contains proprietary information and may be confidential. If you are not the intended
recipient, the reading, copying, disclosure or other use of the contents of this e-mail is strictly prohibited
and you are instructed to please delete this e-mail immediately.
UPS Privacy Notice
Help and Support Center

Tagger, Leeron
From: UPS Quantum View <[e-mail]>
Sent: Tuesday, November 20, 2018 02:23 PM
To: Beiger, Shane
Subject: UPS Ship Notification, Tracking Number 1ZWR13420396525922
You have a package coming.
Scheduled Delivery Date: Wednesday, 11/21/2018
This message was sent to you at the request of ADVANTAGE ENGINEERS to notify you that the shipment
information below has been transmitted to UPS. The physical package may or may not have actually been
tendered to UPS for shipment. To verify the actual transit status of your shipment, click on the tracking link
below.
Shipment Details
From:
ADVANTAGE ENGINEERS
Tracking Number:
IZWR13420396525922
Re: property on Wilmington Hwy
Camp Leluene
Ship To:
1510 Gilbert Street
NORFOLK NAVAL PUBLIC WORKS C, VA 23511
US
UPS Service:
UPS GROUND
Number of Packages:
1
Scheduled Delivery:
11/21/2018
Weight:
1.0 LBS
Reference Number 1:
Beiger 1800935
� q
Hundreds of'deals & offers,
updated daily.
ills myCboice
® Download the UPS mobile aoo

© 2018 United Parcel Service of America, Inc. UPS, the UPS brandmark, and the color brown are
trademarks of United Parcel Service of America, Inc. All rights reserved.
All trademarks, trade names, or service marks that appear in connection with UPS's services are the
property of their respective owners.
Please do not reply directly to this e-mail. UPS will not receive any reply message.
For more information on UPS's privacy practices, refer to the UPS Privacy Notice.
For questions or comments, visit Contact UPS.
This communication contains proprietary information and may be confidential. If you are not the intended
recipient, the reading, copying, disclosure or other use of the contents of this e-mail is strictly prohibited
and you are Instructed to please delete this e-mail immediately.
UPS Privacy Notice
Help and Suoport Center

Tagger, Leeron
From: UPS Quantum View <[e-mail]>
Sent: Tuesday, November 20, 2018 04:05 PM
To: Beiger, Shane
Subject: UPS Ship Notification, Tracking Number 1 ZWR1 3420396741966
You have a package coming.
Scheduled Delivery Date: Friday, 11/23/2018
This message was sent to you at the request of ADVANTAGE ENGINEERS to notify you that the shipment
information below has been transmitted to UPS. The physical package may or may not have actually been
tendered to UPS for shipment. To verify the actual transit status of your shipment, click on the tracking link
below.
Shipment Details
From:
ADVANTAGE ENGINEERS
Tracking Number:
1ZWR1342O396741966
Re: property on Bell Ford Road
Jay Maready
Ship To:
1508 Military Cutoff Road
Suite 306
WILMINGTON,NC 28403
US
UPS Service:
UPS GROUND
Number of Packages:
1
Scheduled Delivery:
11/23/2018
Weight:
1.0 LBS
Reference Number 1:
Beiger 1800935
4° f Hundreds ofdeals & offers,
I, updated daily.

[ j ... . - ...
© 2018 United Parcel Service of America, Inc. UPS, the UPS brandmark, and the color brown are
trademarks of United Parcel Service of America, Inc. All rights reserved.
All trademarks, trade names, or service marks that appear in connection with UPS's services are the
property of their respective owners.
Please do not reply directly to this e-mail. UPS will not receive any reply message.
For more information on UPS's privacy practices, refer to the UPS Privacy Notice.
For questions or comments, visit Contact UPS.
This communication contains proprietary information and may be confidential. If you are not the intended
recipient, the reading, copying, disclosure or other use of the contents of this e-mail is strictly prohibited
and you are instructed to please delete this e-mail immediately.
Help and Support Center

Tagger, Leeron
From: UPS Quantum View <[e-mail]>
Sent: Tuesday, November 20, 2018 03:17 PM
To: Beiger, Shana
Subject: UPS Ship Notification, Tracking Number 1 ZWR1 3420397495543
To get an estimated delivery time for most UPS packages, click Continue
You have a package coming.
Scheduled Delivery Date: Friday, 11/23/2018
Continue
This message was sent to you at the request of ADVANTAGE ENGINEERS to notify you that the shipment
information below has been transmitted to UPS. The physical package may or may not have actually been
tendered to UPS for shipment. To verify the actual transit status of your shipment, click on the tracking link
below.
Shipment Details
From:
ADVANTAGE ENGINEERS
Tracking Number:
1ZWR13420397495543
Kin Wa and Heng
Ship To:
899 Lynchburg Drive
JACKSONVILLE, NC 28546
US
UPS Service:
UPS GROUND
1

Number of Packages:
Package Weight: 1.0 LBS
Scheduled Delivery: 11/23/2018
Reference Number 1: Beiger 1800935
Getup to a $20 Gift from UPS`
Earn rewards when you pickup your packages at a
UPS Access Point" location
�....
'Ends 1/11/17.5ee offer teens for details.
r. 1..� .. -...
© 2018 United Parcel Service of America, Inc. UPS, the UPS brandmark, and the color brown are
trademarks of United Parcel Service of America, Inc. All rights reserved.
All trademarks, trade names, or service marks that appear in connection with UPS's services are the
property of their respective owners.
Please do not reply directly to this e-mail. UPS will not receive any reply message.
For more information on UPS's privacy practices, refer to the UPS Privacy Notice.
For questions or comments, visit Contact UPS.
This communication contains proprietary information and may be confidential. If you are not the intended
recipient, the reading, copying, disclosure or other use of the contents of this e-mail is strictly prohibited
and you are instructed to please delete this e-mail immediately.
UPS Privacy Notice
Help and Support Center

Tagger, Leeron
From:
UPS Quantum View <[e-mail]>
Sent:
Tuesday, November 20, 2018 03:23 PM
To:
Beiger, Shane
Subject:
UPS Ship Notification, Tracking Number 1ZWR13420397517153
You have a package coming.
Scheduled Delivery Date: Wednesday,11/21/2018
This message was sent to you at the request of ADVANTAGE ENGINEERS to notify you that the shipment
information below has been transmitted to UPS. The physical package may or may not have actually been
tendered to UPS for shipment. To verify the actual transit status of your shipment, click on the tracking link
below.
Shipment Details
From:
ADVANTAGE ENGINEERS
Tracking Number:
1ZWR13420397517153
Re: property on LeJeune Blvd.
Camp LeJeune
Ship To:
1510 Gilbert Street
NORFOLK NAVAL PUBLIC WORKS C, VA 23511
US
UPS Service:
UPS GROUND
Number of Packages:
1
Scheduled Delivery:
11/21/2018
Weight:
1.0 LBS
Reference Number 1:
Beiger 1800935
Hundreds of'deals & offers,
updated daily.
Download the UPS mobile aoo
U15AlyChoice

© 2018 United Parcel Service of America, Inc. UPS, the UPS brandmark, and the color brown are
trademarks of United Parcel Service of America, Inc. All rights reserved.
All trademarks, trade names, or service marks that appear in connection with UPS's services are the
property of their respective owners.
Please do not reply directly to this e-mail. UPS will not receive any reply message.
For more information on UPS's privacy practices, refer to the UPS Privacy Notice.
For questions or comments, visit Contact UPS.
This communication contains proprietary information and may be confidential. If you are not the intended
recipient, the reading, copying, disclosure or other use of the contents of this e-mail is strictly prohibited
and you are instructed to please delete this e-mail immediately.
UPS Privacy Notice
Help and Support Center

City of Jacksonville 'acK,onvi//o
Public Services Department
Administrative Division
815 New Bridge Street • Jacksonville NC 28540 • 910 938-5233
January 18, 2019
North Carolina Department of Environmental Quality
Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
Re: Jacksonville Spirit OSP Fiber Optic Project
Dear Mr. Davenport,
Please be aware, the City of Jacksonville (City) requires all utility companies performing work
within its right-of-ways to obtain franchise and encroachment agreements in advance of
conducting work. Should said agreements not exist; Spirit Communications will be required to
submit the necessary documentation to the City for approval and issuance of an agreement. Also,
private companies performing utility work within the City will be required to adhere to the Special
Provisions set forth in the agreements.
If you have any questions or concerns, please contact Mike Moore, Engineering Division at (910)
938-5332.
Sincerely, "
Wally Hansen
Public Services Director
CC: Leeron Tagger, Senior Ecologist, Advantage Engineers, LLC
Mt. Laurel, NJ
(he:,:,�;�1
RECEIVED
J/ `; 2 2 Z019
City Hall 815 New Bridge St • 910 938-5200
DCM-MHD CITY

Coastal Management
ENVIRONMENTAL OVALITV
3/5/19
Leeron Tagger
520 Fellowship Road, Suite A-106
Mount Laurel, NJ 08054
Dear Mr. Tagger,
ROY COOPER
Gavemor
MICHAEL S. REGAN
Secretary
BRAXTON DAVIS
Director
The Division of Coastal Management (DCM) is aware that, per the requirements of the Coastal Area
Management Act (CAMA), you have attempted to notify your adjacent riparian neighbor(s) of your
proposed development in Jacksonville, Onslow County. We also understand that to date, your
notification efforts have not proven successful. Further, you do not wish to pursue any additional means
of notification of your adjacent neighbors.
Please be advised that while DCM agrees that you have exercised a good faith effort in your attempts at
notification, and accordingly we will process your General Permit application, the CAMA statute and
rules of the Coastal Resources Commission allow for the filing of third party appeals by any party
dissatisfied with the issuance of a CAMA permit. Should such an appeal be filed in this case, the third
party appeal could be granted by the Coastal Resources Commission due to a lack of documented
notification, allowing the appeal to proceed to the Office of Administrative Hearings for judicial review.
You are therefore cautioned to proceed with your proposed project at your own risk..
Should you wish to discuss this matter further, or explore other notification procedures that may better
satisfy these rules, please feel free to contact me at [phone].
Sincerely,
J. Ryan Davenport
Field Representative
State of North Carolina I Environmental Quality I Coastal Management
400 Commerce Ave I Morehead City, NC 28557
252 808 2808