20041175 Ver 1_Complete File_20050607

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATIO
MICHAEL F. EASLEY
GOVERNOR
U. S. Army Corps of Engineers
Regulatory Field Office
Post Office Box 1000
Washington, NC 27889-1000
June 7, 2005
ATTN: Mr. Bill Biddlecome
NCDOT Coordinator
Dear Sir:
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LYNDO TIPPET~'`y
SECRETARY
Subject: Request for a Nationwide 23 Permit Modification for the
Replacement of Bridge No. 26 over Deep Creek on SR 1154,
Carteret County, Federal Aid Project No. BRSTP-1154(2); State
Project No. 8.2161001; TIP No. B-3626.
Please reference the original request for a Nationwide 23 Permit dated July 13, 2005 and
subsequent USAGE Nationwide 23 permit, Action ID 200411590.
This modification addresses a Special Sediment Control Fence not described in the
previous application.
The Special Sediment Control Fence has been designed to withstand tidal fluctuations
that occur in the area, and will be placed in the area designated as "mechanized clearing
in wetlands" as shown in the attached drawings. This fence consists of'/ wire mesh
secured on #57 class stone. The footprint of the stone (temporary fill) will be 2 feet wide
and 1 foot tall, totaling 700 ftZ (0.02 acres). The entire Special Sediment Control Fence
configuration will be placed on hardware cloth to allow for easier removal.
The Special Sediment Control Fence will be installed approximately 5 feet from the slope
stake line right of L- from Sta. 16+46 to Sta. 19+96.
As this change is occurring in an area previously declared and permitted impact area, no
additional impacts in jurisdictional systems will occur for this project.
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS
1598 MAIL SERVICE CENTER
RALEIGH NC 27699-1598
TELEPHONE : [phone]
FAX: [phone]
WEBSITE: WWW.DOH.DOT.STATE.NC.US
LOCATION:
TRANSPORTATION BUILDING
1 SOUTH WILMINGTON STREET
RALEIGH NC

Regulatory Approvals
The NCDOT hereby requests that this project be authorized by the North Carolina Division
of Water Quality and the U. S. Army Corps of Engineers. If there are any questions, please
contact Mr. Michael Turchy of my staff at maturchY(u>,dot.state.nc.us or [phone].
A copy of this permit modification request will be posted on the DOT website at:
http: //www. ncdot. org/planning/pe/naturalunit/Permit. html.
Sincerely,
Id~~~
.- Gregory .Thorpe, Ph.D.,
Environmental Management Director
Project Development and Environmental Analysis Branch
Cc:
Mr. John Hennessy, NCDWQ (2 Copies)
Mr. Travis Wilson, NCWRC
Mr. Gary Jordan, USFWS
Mr. Ron Sechler, NMFS
Mr. Michael Street, NCDMF
Mr. Cathy Brittingham, NCDCM
Mr. Bill Arrington, NCDCM
Mr. David Chang, P.E., Hydraulics
Mr. Greg Perfetti, P.E., Structure Design
Mr. Mark Staley, Roadside Environmental
Mr. C. E. Lassiter, P.E., Division Engineer
Mr. Jay Johnson , DEO
W/o attachment
Mr. David Franklin, USACE, Wilmington
Mr. Jay Bennett, P.E., Roadway Design
Mr. Omar Sultan, Programming and TIP
Mr. Art McMillan, P.E., Highway Desilm
Ms. Stacy Baldwin, P.E., PDEA

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DEPARTMENT OF HIGHWAYS
CARTERET COUNTY
8.2161001(8-36261
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SUMMARY ®F ~FFECTEI~ PROPERTY OWNERS
TRACT N0. PROPERTY OWNER ADDRESS SITE N0.
O NC DEPARTMENT
OF CORRECTION 1084 ORANGE ST.
P.O. Box 220
NEWPORT, NC 28570
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O BERT P. JUSTICE P.O. Box 615
NEWPORT, NC 28570
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O JOHNNY R. HOWARD 153 MILL CREEK RD.
NEWPORT, NC 28570
1

NORTH CAROLINA
DEPARTMENT OF HIGHWAYS
CARTERET COUNTY
8.2161001(8-3626)
BRIDGE N0.26
ON SR 1154
OVER DEEP CREEP
NOT TO iCALC
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REPLY TO
ATTENTION OP:
Regulatory Division
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON. NORTH CAROLINA 28402-1890
October 19, 2004
Subject: Action ID No. 200411590 and Nationwide Permit No. 23 (Approved Categorical
Exclusions)
OCT 26 2004
Dr. Gregory J. Thorpe, Ph.D.
Environmental Management Director, PDEA
N.C. Department of Transportation
1548 Mail Service Center
Raleigh, North Carolina 27699-1548
Dear Dr. Thorpe:
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RECEIVED
ONISION OF I~MWAYS
POEA~OFfICE OF NATi1AAlENV~
Reference your Categorical Exclusion Document and permit application, dated July 13,
2004, for the replacement of Bridge No. 26 over Deep Creek on SR 1154, in Carteret County,
North Carolina (Federal Aid Project No. BRSTP-1154 (2), State Project No. 8.2161001, TIP No.
B-3626). The stated purpose of the project is to replace the currently functionally obsolete and
structurally deficient bridge with new safer and more efficient bridge. The preferred alternative
will be built utilizing phased construction and will adversely impact 1.2 acres of wetlands
adjacent to the Deep Creek. Traffic will be maintained on-site. No temporary detours are
authorized.
For the purposes of the Corps of Engineers Regulatory Program, Title 33, Code of
Federal Regulations (CFR), Part 330.6, published in the Federal Register on November 22, 1991,
lists nationwide permits. Authorization pursuant to Section 10 of the Rivers and Harbors Act
of 1899 and Section 404 of the Clean Water Act, was provided for activities undertaken,
assisted, authorized, regulated, funded or financed, in whole or part, by another Federal agency
or department where that agency or department has determined, pursuant to the CEQ Regulation
for the Implementing the Procedural Provisions of the National Environmental Policy Act, that
the activity, work or discharge is categorically excluded from environmental documentation
because it is included within a category of actions which neither individually nor cumulatively
have a significant effect on the human environment, and the Office of the Chief of Engineers has
been furnished notice of the agency's or department's application for the categorical exclusion
and concurs with that detern~ination.

Review of this project indicates that the construction of the new bridge will adversely
impact 1.2 acres of riverine wetlands. The wetland impacts are from the increased approach
roadway fill needed for phased construction and for the proposed bridge structure. The new
bridge will provide wider road shoulders on both sides of the new structure for safety.
Your work is authorized under Nation«~ide Permit 23, Categorical Exclusion, provided it
is accomplished in strict accordance with the enclosed Nationwide Permit Conditions and the
following special conditions:
a. Compensatory mitigation for the unavoidable impacts to 1.20 acres of riverine
wetlands associated with the proposed project shall be provided by the Ecosystem Enhancement
Program (EEP), as outlined in the letter dated August 5, 2004, from William D. Gilmore, EEP
Transition Manager. The EEP will provide 12.0 acres of preservation of riverine wetlands in the
Southern Outer Coastal Plain Eco-Region at the NE Cape Fear Wells Tract in Pender County,
that has been acquired and protected by the EEP. Pursuant to the EEP Memorandum of
Agreement (MOA) between the State of North Carolina and the US Army Corps of Engineers
signed on July 22, 2003, the EEP will provide a minimum of 1.2 acres of restoration of riverine
wetlands in the White Oak River Basin (Hydrologic Cataloging Unit 3020106) by July 22, 2005,
and half of the proposed preservation mitigation would be available at that time for mitigation
for other project impacts. The NCDOT shall, within 30 days of the issue date of this permit,
certify that sufficient funds have been provided to EEP to complete the required mitigation,
pursuant to Paragraph V. of the MOA.
b. To avoid adverse impacts to spawning populations offish, anadromous and resident
species at the project site, NCDOT will follow the "Stream Crossing Guidelines for Anadromous
Fish Passage (May 12, 1977)."
i c: ~To avoid adverse impacts to spawning populations of fish species at this project site,
no in-water work will be conducted between March 1 and September 30. For the purpose of this
moratorium, in water is defined as those areas that are inundated at mean high water.
d. Bridge deck drains will not discharge directly into Deep Creek and will not be located
water-ward of the riprap alignment under the bridge.
e. No bridge demolition debris or excavated or fill material will be placed at any time, in
any wetlands or surrounding waters, outside of the alignment of the fill area indicated on the
work plans.
f. The temporary placement or double handling of excavated or fill materials within
waters or vegetated wetlands are not authorized.
2

g. All excavated materials will be confined above normal high water and landward of
regularly or irregularly flooded wetlands behind adequate dikes or retaining structures to prevent
spillover of solids into any wetlands or surrounding waters.
h. The fill material will be clean and free of any pollutants except in trace quantities.
Metal products, organic materials, or unsightly debris will not be used.
i. All measures will be taken to avoid any temporary fill from entering into Deep Creek
from bridge demolition. Bridge demolition shall follow NCDOT best management practices for
construction and maintenance activities dated August 2003 and incorporate NCDOT policy
entitled "Bridge Demolition and Removal in Waters of the United States" dated September 20,
1999.
j. Except as authorized by this permit or any USACE approved modification to this
permit, no excavation, fill, or mechanized land-clearing activities shall take place at any time in
the construction or maintenance of this project, within waters or wetlands, or any activities that
cause the degradation of waters or wetlands, except as authorized by this permit, or any
modification to this permit. This permit does not authorize temporary placement or double
handling of excavated or fill material within waters or wetlands outside the permitted area.
There shall be no excavation from, waste disposal into, or degradation of, jurisdictional waters or
wetlands associated with this permit without appropriate modification of this permit, including
appropriate compensatory mitigation. This prohibition applies to all borrow and fill activities
connected with this project.
k. To ensure that all borrow and waste activities occur on high ground and do not result
in the degradation of adjacent wetlands and streams, except as authorized by this permit, the
permittee shall require its contractors and/or agents to identify all areas to be used to borrow
material, or to dispose of dredged, fill, or waste material. The permittee shall provide the
USACE with appropriate maps indicating the locations of proposed borrow or waste sites as
soon as the permittee has that information. The permittee will coordinate with the USACE
before approving any borrow or waste sites that are within 400 feet of any streams or wetlands,
The permittee shall ensure that all such areas comply with condition (j) of this permit, and shall
require and maintain documentation of the location and characteristics of all borrow and disposal
sites associated with this project. This information will include data regarding soils, vegetation
and hydrology sufficient to clearly demonstrate compliance with the preceding condition (j). All
information will be available to the USACE upon request. NCDOT shall require its contractors
to complete and execute reclamation plans for each waste and borrow site and provide written
documentation that the reclamation plans have been implemented and all work is completed.
This documentation will be provided to the Corps of Engineers within 30 days of the completion
of the reclamation work.

1. The permittee shall require its contractors and/or agents to comply with the terms and
conditions of this permit in the construction and maintenance of this project, and shall provide
each of its contractors and/or agents associated with the construction or maintenance of this
project with a copy of this permit. A copy of this permit, including all conditions and any Corps
approved modifications shall be available at the project site during construction and maintenance
of this project.
m. Any violation of these conditions or violations of Section 404 of the Clean Water Act
or Section 10 of the Rivers and Harbors Act must be reported in writing to the Wilmington
District, U.S. Army Corps of Engineers, within 24 hours of the violation.
n. Failure to institute and carry out the details of special conditions a. - m., above, may
result in a directive to cease all ongoing and permitted work within waters and/or wetlands
associated with TIP No. B-3626, or such other remedy as the District Engineer or his authorized
representatives may seek.
This nationwide permit does not relieve you of the responsibility to obtain any required
State or local approval. This permit will be valid for two years from the date of this letter unless
the nationwide authorization is modified, reissued or revoked.
Thank you for your time and cooperation. Questions or comments may be addressed to
Mr. Michael F. Bell, Washington Regulatory Field Office, Post Office Box 1000, Washington,
North Carolina, 27889, or telephone [phone], extension 26.
Sincerely,
~~~~~~
E. David Franklin
Chief, NCDOT Team
Enclosures
Copies Furnished (without enclosures)
Ms. Cyndi Karoly
Water Quality Section
North Carolina Division of Environment
and Natural Resources
1650 Mail Service Center
Raleigh, North Carolina 27699-1650

Mr. Travis Wilson
Eastern Region Highway Project Coordinator
Habitat Conservation Program
1142 I-85 Service Road
Creedmoor, North Carolina 27522
Mr. Pete Benjamin
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Ron Sechler
NOAA, Marine Fisheries
101 Pivers Island
Beaufort, North Carolina 28516
Mr. Chris Militscher
U.S. Environmental Protection Agency
Raleigh Office
310 New Bern Avenue, Room 206
Raleigh, North Carolina 27601
North Carolina Division of Coastal Management
151-B, NC Hwy 24
Morehead City, North Carolina 28557

d~~~~~
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STATE OF NORTH CAROLINA
DEPARTIVIENT OF TRANSPORTATION
MICFIAEL F. EASLEY
GOVERNOR
U. S. Army Corps of Engineers
Regulatory Field Office WETLANDS/401 GRQUP
Post Office Box 1000 A .~ ~ °~
Washington, NC 27889-1000 ~ '`~ ! `.jC~C, .C 4- ~OU4
ATTN: Mr. Michael Bell WATER QUALITY SECTIpN
NCDOT Coordinator
Dear Sir:
Subject: Nationwide 23 Permit Application for the Replacement of Bridge
No. 26 over Deep Creek on SR 1154, Carteret County, Federal Aid
Project No. BRSTP-l 154(2); State Project No. 8.2161001; TIP No.
B-3626.
The project involves the removal and replacement of Bridge Number 26 carrying
SR 1154 over Deep Creek in Carteret County. Anew bridge approximately 90 feet (27.3
meters) long and clear width of 39 feet (11.8 meters) will be constructed to carry SR 1154
over the floodplain and creek. By utilizing phased construction, SR 1154 will remain
open by maintaining half of the existing bridge while the new structure is under
construction. The project is shown in the approved Categorical Exclusion.
Water Resources
The project is located near the confluence of Deep Creek and the Newport River. The
majority of the area surrounding SR 1154 and bridge No. 26 is comprised of wetlands
and/or surface waters. The main wetland complex, through which the existing roadway
and bridge are located, is dominated by a cypress-gum swamp community. This
community type comprises the majority of the project area and occurs adjacent to SR
1154 and the banks of Deep Creek, except where human development or disturbance has
displaced it. Approximately 0.386 acre of wetland will be filled by the proposed project
and 0.492 acres will require excavation in wetlands. The project will also require 0.324
acre of wetland to be mechanically cleared to provide room for bridge construction.
July 13, 2004
LYNDO TIPPETT
SIC'RGTARY
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS
1598 MAIL SERVICE CENTER
RALEIGH NC 27699-1598
TELEPHONE: [phone]
FAX: [phone]
WEBSITE: WWW.DOH.DO7.STATE.NC.US
LOCATION:
TRANSPORTATION BUILDING
1 SOUTH WILMINGTON STREET
RALEIGH NC

In order to reduce impacts to wetlands, phased construction will be utilized making an
on-site detour unnecessary. The project will also be using a structure of increased length
to improve the existing flood plain and associated wetland community.
Mitigation
Based upon the agreements stipulated in the "Memorandum of Agreement Among the
North Carolina Department of Environment and Natural Resources, the North Carolina
Department of Transportation, and the U.S. Army Corps of Engineers, Wilmington
District" (MOA), it is understood that the North Carolina Department of Environment
and Natural Resources Ecosystem Enhancement Program (EEP), will assume
responsibility for satisfying the federal Clean Water Act compensatory mitigation
requirements for NCDOT projects that are listed in Exhibit 1 of the subject MOA during
the EEP transition period which ends on June 30, 2005.
Since the subject project is listed in Exhibit 1, the necessary compensatory mitigation to
offset unavoidable impacts to waters that are jurisdictional under the federal Clean Water
Act will be provided by the EEP. The offsetting mitigation will derive from an inventory
of assets already in existence within the same 8-digit cataloguing unit. The Department
has avoided and minimized impacts to jurisdictional resources to the greatest extent
possible as described above. The remaining, unavoidable impacts to 1.202 acres of
jurisdictional will be offset by compensatory mitigation provided by the EEP program.
Bridge Demolition
Bridge No. 26 is composed of a reinforced concrete deck and railings on timber joists.
The substructure consists of timber caps on timber caps on timber piles. The bridge was
constructed in 1959. The bridge has a clear roadway width of 24 feet (7.3 meters) and is
53 feet (16.2 meters) long. As stated in the NCDOT Best Management Practice for
Construction and Maintenance Activities, because a CAMA permit is required, dropping
any component of Bridge No. 26 into "Waters of the United States," will not be
permitted.
NCDOT will also remove, or cut at mud line, all previously installed pilings under bridge
No 26.
Federally Protected Species
Plants and animals with federal classifications of Endangered, Threatened, Proposed
Endangered, and Proposed Threatened are protected under provisions of Section 7 and
Section 9 of the Endangered Species Act of 1973, as amended.
As of January 29, 2003, the USFWS lists 7 federally protected species for Carteret
County. Table 1 depicts these species and their biological conclusions.

Table 1. Federally protected species for Carteret County
American alli ator lli ator mississi iensis (S/A) o Effect
astern cou ar uma concolor cou uar ndan ered* o Effect
reen sea turtle Chelonia m das hreatened o Effect
awksbill turtle retmochel s imbricata ndan ered o Effect
em 's ridle sea turtle e idochel s kem ii ndan ered o Effect
atherback sea turtle ermochel s coriacea ndan ered o Effect
erhead sea turtle Caretta caretta hreatened o Effect
est Indian Manatee Trichechus manatus ndan ered o Effect
i in Plover Charadrius melodus hreatened o Effect
ed-cockaded wood ecker icoides borealis ndan ered o Effect
oseate tern terra dou allii ndan ered o Effect
hortnose stun eon ci enser brevirostrum ndan ered o Effect
ou h-leaved loosestrife simachia as erulae olia ndan ered o Effect
eabeach amaranth maranthus umilus hreatened o Effect
KEY:
Status Definition
Endangered - A taxon "in danger of extinction throughout all or a significant portion of its
range."
Threatened - A taxon "likely to become endangered within the foreseeable future
throughout all or a significant portion of its range."
Threatened due to similarity of appearance (e.g., American alli ag for )--a
T(S/A) - species that is threatened due to similarity of appearance,with other rare
species and is listed for its protection. These species are not biologically
endangered or threatened and are not subject to Section 7 consultation.
*Historic record -the species was last observed in the county more than 50 years ago.
Regulatory Approvals
Section 404 Permit: This project is being processed by the Federal Highway
Administration as a "Categorical Exclusion" in accordance with 23 CFR 771.115(b).
Therefore, we do not anticipate requesting an individual permit but propose to proceed
under a Nationwide 23 as authorized by' a Nationwide Permit (67 FR 2020; January 15,
2002).
Section 401 Water Quality Certification: We anticipate 401 General Certification
numbers 3403 will apply to this project. In accordance with 15A NCAC 2H, Section
.0500(a) we are providing two copies of this application to the North Carolina
Department of Environmental and Natural Resources, Division of Water Quality, for their
review.

The NCDOT hereby requests that this project be authorized by the North Carolina Division
of Water Quality and the U. S. Army Corps of Engineers. The NCDOT has also requested
authorization by the issuance of a Coastal Area Management Act Major Development Permit
under separate cover. If there are any questions, please contact Mr. Michael Turchy of my
staff at [e-mail] or [phone].
A copy of this permit application will be posted on the DOT website at:
http://www.ncdot.org/planning/pe/naturalunit/Permit.html.
Sincerely,
~~ ,~ l'~
~~' ~ ~:
r Gregory J. Thorpe, Ph.D., S~~
Environmental Management Director
Project Development and Environmental Analysis Branch
Cc:
W/attachment
Ms. Cathy Brittingham, NCDCM
Mr. Bill Biddlecomb, USACE, Washington
Mr. John Hennessy, DWQ, Raleigh*** (one copy)
Mr. Travis Wilson, NCWRC
Mr. Gary Jordan, USFWS
Mr. Ron Sechler, NMFS
Mr. Mike Street, NCDMF
Mr. David Chang, P.E., Hydraulics
Mr. Greg Perfetti, P.E., Structure Design
Mr. C. E. Lassiter, P.E., Division 2
Mr. Jay Johnson, DEO, Division 2
W/o attachment
Mr. Jay Bennett, P.E., Roadway Design
Mr. Omar Sultan, Programming and TIP
Mr. Art McMillan, P.E., Highway Design
Mr. Mark Staley, Roadside Environmental
Ms. Beth Harmon, EEP
Ms. Stacy Baldwin, PE, PDEA Planning Engineer
***CAMA office will furnish Mr. John Hennessy seven (7) copies of the CAMA permit
application package after it is determined that the permit application is complete and the
review can begin.

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NORTH CAROLINA
DEPARTMENT OF HIGHWAYS
CARTERET COUNTY
8.2161001(8-3626)
BRIDGE N0.26
ON SR 1154
OVER DEEP CREEK
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O NC DEPARTMENT
OF CORRECTION 1084 ORANGE ST.
P.O. Box 220
NEWPORT, NC 28570
~
O2 BERT P. JUSTICE P.O. Box 615
NEWPORT, NC 28570
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O JOHNNY R. HOWARD 153 MILL CREEK RD.
NEWPORT, NC 28570
1

NORTH CAROLINA
DEPARTMENT OF HIGHWAYS
CARTERET COUNTY
8.2161001 (B-3626)
BRIDGE N0.26
ON SR 1154
OVER DEEP CREEK
NOT TO SCALE
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Carteret County
SR 1154
Replace Bridge No. 26 Over Deep Creek
Federal-Aid Project No. BRSTP-1154(2)
State Project No. 8.2161001
T.I.P. No. B-3626
CATEGORICAL EXCLUSION
UNITED STATES DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
AND
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
APPROVED:
9/~1 ~r
DATE William D. Gilmo , P.E., Manager
Project Development and Environmental
Analysis Branch, NCDOT
~~1~1v I ~AI~ ~ ~
DATE ~a~- Nicholas L. Graf, P.E.
Division Administrator, FHWA

r ~
Carteret County
SR 1154
Replace Bridge No. 26 Over Deep Creek
Federal-Aid Project No. BRSTP-1154(2)
State Project No. 8.2161001
T.I.P. No. B-3626
CATEGORICAL EXCLUSION
August 2001
Document Prepared by:
Wang Engineering Company, Inc.
C^I~L~ a Gl4 ~y./r'1AA4
Greg S. Purvis, P.E.
Project Manager
dames Wang, Ph.D., P.E.
Principal
:~ ~~+'O~~SS/p ~9
f Q4- ~ t
'•,~~~~FG G1NE~~~~~~`
~~~4i-s~UNNp~ a ~3 ~ l ~
For the North Carolina Department of Transportation
Stacy B. Hams, P. .
Project Manager
Consultant Engineering Unit

PROJECT COMMITMENTS
Carteret County
SR 1154
Replace Bridge No. 26 Over Deep Creek
Federal-Aid Project No. BRSTP-1154(2)
State Project No. 8.2161001
T.I.P. No. B-3626
In addition to the standard Nationwide Permit No. 23 Conditions, the Generel Nationwide Permit
Conditions, Section 404 Only Conditions, Regional Conditions, State Consistency Condition,
NCDOTs Guidelines for Best Management Prectices for Bridge Demolition and Removal,
NCDOTs Guidelines for Best Management Prectices for, the Protection of Surface Waters,
General Certification Conditions, and Section 401 Conditions of Certification, the following
special commitments have been agreed to
Dlvlslon Eng/neer
The Stream Crossing Guidelines for Anadromous Fish Passaoe will be implemented, ~s
applicable.
The United State Fish & Wildlife Service recommendations for general construction activities In
aquatic areas will be implemented.
Pr%ct Development & Environmental Ana/ya/a
Mitigation will be provided for any unavoidable wetland losses. The final determination bf
mitigation requirements and measures rests with the Division of Coastal Management, with
input from the US Army Corps of Engineers and the Division of Water Quality.
green sheet
Preconsm,caon Page 1 of 1
August 2001

.r r
Carteret County
SR 1154
Replace Bridge No. 26 Over Deep Creek
Federal-Aid Project No. BRSTP-1154(2)
State Project No. 8.2161001
T.I.P. No. B-3626
INTRODUCTION: The replacement of Bridge No. 26 is included in the 2002-2008 North
Carolina Department of Transportation (NCDOT) Transportation Improvement Program (T.I.P.)
and the Federal-Aid Bridge Replacement Program. The location is shown in Figure 1. No
substantial environmental impacts are anticipated. The project is classified as a Federal
"Categorical Exclusion."
1. PURPOSE AND NEED
Bridge Maintenance Unit records indicated the bridge has a sufficiency rating of 16.2 out of a
possible 100 for a new structure. The bridge is considered functionally obsolete and structurally
deficient. The replacement of an inadequate structure will result in safer and more efficient
traffic operations.
II. EXISTING CONDITIONS
SR 1154 (Mill Creek Road) is classified as a rural major collector. Land use in the project area is
primarily residential and woodland. Private residences and maintained yards are located in the
eastern quadrant of the study area. Undeveloped woodlands are adjacent on the north and
south sides of the study area. Deep Creek at the project site is designated as Public Trust
Waters.
Bridge No. 26 was constructed in 1959. The existing structure is 53 feet (16.2 meters) in length,
which consists of three spans with the maximum span of 18 feet (5.5 meters). The clear
roadway width is 24 feet (7.2 meters), providing two ten-foot (three meters) travel lanes with two
foot (0.6 meter) shoulders. The superstructure consists of a reinforced concrete floor slab on
timber joists with an asphalt-wearing surface. The substructure is a timber abutment design.
The interior bents consist of timber caps on timber piles. The crown to bed height is ten feet
(three meters). The posted weight limit is 18 tons (16.3 metric tons) for single vehicles (SV) and
27 tons (24.5 metric tons) for truck-tractors semi-trailers (TTST).
The existing bridge and approaches on SR 1154 are tangent with a 2.5 degree (730 meter
radius) curve approximately 130 feet (39.6 meters) from the east end and a 2 degree curve
extending from a 6.5 degree (272.5 meter radius) curve that is approximately 245 feet (73.5
meters) from the west end of the structure. SR 1154 consists of two ten-foot (three meter) lanes
with grassed shoulders ranging from seven feet (2.1 meters) to 14-feet (4.2 meters).
2

The estimated 2001 average daily traffic volume is 1,500 vehicles per day (vpd). The projected
traffic volume is expected to increase to 3,000 vpd by the design year 2025. The volumes
include one percent TTST and three percent dual tired vehicles.
The posted speed limit is 55 mph (90 km/h) on the east end of the structure and 45 mph (70
km/h) on the west end of the structure.
SR 1154 is not part of a designated bicycle route and there are no indications that an unusual
number of bicyclists are using this route.
There are underground TV cables on the north side of the road, underground fiber optic cables
owned by Sprint on the south side of the road, and there are no utilities attached to the bridge.
There are aerial power lines 485 feet (145.5 meters) from the east end of the bridge on both
sides of the roadway. Utility impacts are anticipated to be low.
There were no accidents reported for the three-year period of December 1, 1996 to November
30, 1999.
Four to six school buses cross this bridge four times daily.
III. ALTERNATIVES
A. Project Description
The proposed structure will provide two 12-foot (3.6 meters) travel lanes with eight foot (2.4
meters) shoulders for a total deck width of 40-feet (12 meters).
The proposed approach roadway will consist of a 24-foot (7.2-meter) travel-way providing for
two 12-foot (3.6-meter) travel lanes with eight foot (2.4-meter) shoulders. The design speed
will be 60 mph [100 (km/h)].
Based on a preliminary hydraulic analysis, Bridge No. 26 will be replaced by a cored slab
bridge approximately 80 feet (24.0 meters) in length with a spill through design. The opening
size of the proposed structure may increase or decrease as necessary to accommodate
peak flows as determined from a more detailed hydraulic analysis to be performed during
the final design phase of the project.
B. Reasonable and Feasible ARernatives
Two (2) reasonable and feasible alternatives studied for replacing the existing bridge are
described below.
Alternate A (Preferred) replaces the bridge at the existing location. During construction,
traffic will be maintained by an on-site detour with a temporary detour structure. The
temporary detour structure will be a temporary bridge approximately 85-feet (25.5 meters) in
3

length, located south of the existing bridge. The length of approach work will be 1300 feet
(390 meters) and the right of way width will be 100 feet (30 meters).
Alternate B replaces the bridge at the existing location with a new structure. During
construction, traffic will be maintained by an off-site detour route along SR 1155, NC 101,
and US 70 (Figure 1) that is approximately 29 miles (46.7 kilometers) in length. The length
of approach work will be 800 feet (240 meters) and the right of way width will be 100 feet (30
meters).
A road user analysis was performed based on 1,600 vehicles per day (vpd) for the
construction year 2003 and an average of 29 miles (46.7 kilometers) of indirect travel. The
cost of additional travel will be approximately $2.75 million dollars during asix-month
construction period.
C. ARernatives Eliminated From Further Study
Alternate C replaces the bridge with shifting its alignment approximately 14-feet (4.2
meters) upstream and stage construction. Stage One will include building 17-feet (5.1
meters) of the proposed structure and roadway approaches. During construction of Stage
one, traffic will be maintained on the existing bridge. Stage two will include shifting traffic to
the new one-lane structure with two-way traffic. The existing bridge will be removed and the
proposed structure completed. The length of approach work will be 1660 feet (498 meters)
and the right of way width will be 100 feet (30 meters).
Alternate C was eliminated because of the anticipated settlement problems that would occur
from a fill height of over five feet (1.5 meters). Alternate C also has environmental impacts
similar to those of Alternate A without a substantial reduction in construction cost.
The "Do-Nothing" Alternative will eventually necessitate removal of the bridge. This is not
desirable due to the traffic service provided by SR 1154.
Investigation of the existing structure by the Bridge Maintenance Unit indicates the
rehabilitation of the old bridge is not feasible due to its age and deteriorated condition.
D. Preferred ARernative
Alternate A, replacing the bridge at the existing location is the preferred alternate. Alternate
A was selected because of the excessive length of the available off-site detour route
associated with Alternate B.
The temporary detour structure for Alternate A will be a temporary bridge approximately
85-feet (25.5 meters) in length, located south of the existing bridge. The temporary
embankment height will not exceed five feet (1.5 meters) to avoid stability problems.
The Division Engineer concurs with Alternate A as the preferred alternate.
4

IV. ESTIMATED COST
The estimated costs, based on current prices, are as follows:
Alternate A
(Preferred) Alternate B
Structure Removal (existing) $ 9,300 $ 9,300
Structure (proposed) 208,000 208,000
Detour Structure and Approaches 460,900 0
Roadway Approaches 154,800 154,700
Miscellaneous and Mobilization 375,000 168,000
Engineering and Contingencies 192,000 85,000
ROW/Const. Easements/Utilities: 22,100 12,000
TOTAL $1,422,100 $637,000
The estimated cost of the project, as shown in the 2002-2008 Transportation Improvement
Program, is $330,000 including $30,000 for right-of-way and $300,000 for construction.
V. NATURAL RESOURCES
A. Methodology
Materials and research data in support of this investigation have been derived from a
number of sources including applicable U.S. Geological Survey (USGS) topographic
mapping (Newport, NC 7.5 minute quadrangle), U.S. Fish and Wildlife Service (FWS)
National Wetlands Inventory (NWI) mapping (7.5 minute quadrangle), U.S. Department of
Agriculture Soils Conservation Service soils mapping (USDA 1978), and mapping depicting
proposed construction impacts for each aftemative (scale 1:2400).
The site was visited on January 3, 2001 and March 22, 2001. Weather during the site visit
was cool and sunny. The project corridor was walked and visually surveyed for signfficant
features. For purposes of this evaluation, the project corridor was assumed to be
approximately 1500 feet (450 meters) in length and 200 feet (60 meters) in width. For this
report, impact calculations are based on a right-of-way width of approximately 100 feet (30
meters). Actual impacts will be limited to cut-fill boundaries and are expected to be less
than those shown for right-of-way. Special concerns evaluated in the field include 1)
potential habitat for protected species and 2) wetlands and water quality protection in and
adjacent to Deep Creek
Plant community descriptions are based on a classification system utilized by North Carolina
Natural Heritage Program (NHP) (Schafale and Weakley 1990). When appropriate,
community classifications were modified to better reflect field observations. Vascular plant
5

1
names follow nomenclature found in Radford et al. (1968) with exceptions for updated
nomenclature. Jurisdictional areas were evaluated using the three-parameter approach
(hydrophytic vegetation, hydric soils, wetland hydrology) following U.S. Army Corps of
Engineers (COE) delineation guidelines (DOA 1987). Jurisdictional areas were
characterized according to a classification scheme established by Cowardin et al. (1979).
Habitat used by terrestrial wildlife and aquatic organisms, as well as expected population
distributions, were determined through field observations, evaluation of available habitat,
and supportive documentation (Martof et al. 1980, Webster et al. 1985, Menhinick 1991,
Potter et al. 1980, Hamel 1992, Palmer and Braswell 1995, Rohde et al. 1994). Water
quality information for area streams and tributaries was derived from available sources
(DWQ 1997a, DWQ 1997b). Quantitative sampling was not undertaken to support existing
data.
The most current FWS listing of federally protected species with ranges extending into
Carteret County (March 22, 2001) was obtained prior to initiation of the field investigation. In
addition, NHP records documenting presence of federally or state listed species were
consulted before commencing field investigations.
Bridge No. 26 is located along the outskirts of the Town of Newport in Carteret County,
approximately 11.75 miles (18.9 kilometers) west of Morehead City (Figure 1). The project
corridor is located at the crossing of Mill Creek Road (SR 1154) over Deep Creek. The area
spans the channel of Deep Creek and adjacent banks, associated floodplain, and side-
slopes. The project corridor primarily supports a mature bottomland forest with awell-
developed canopy and awell-defined understory.
B. Physiography and Soils
The project corridor is located just inside of the Suffolk Scarp geologic formation within the
lower Coastal Plain physiographic province of North Carolina. The Suffolk Scarp geologic
formation formed approximately 600,000 years ago along the ocean bottom of the ancient
Pamlico Sea. Elevations within this geologic formation typically do not exceed 25 feet (7.6
meters) above sea level. The physiographic area is described as a low marine terrace and
stream terrace of the Pamlico Surface. This low marine terrace extends inland along some
of the larger creeks and rivers until elevations exceed 25 feet (7.5 meters) above sea level.
Topography in this region is described as level, low-lying inter-stream flats dissected by
several sluggish Coastal Plain streams. The project corridor is located in, and adjacent to
the floodplain of Deep Creek. Elevations within the project corridor do not exceed five feet
(1.5 meters) National Geodetic Vertical Datum (USGS Newport, NC quadrangle).
Soils typically found along low marine and stream terraces that remain regularly flooded
include deep mucky soils underlain by sands. One soil series has been mapped throughout
the entire project corridor. Masontown mucky loam (Cumulic Humaquepts) has been
mapped throughout the floodplain of Deep Creek. The Masontown mucky loam is a nearly
level, very poorly drained soil typically found within the floodplains of drainageways. This
soil is prone to frequent flooding for long periods. Seasonal high water table is at or near
6

the surface (USDA 1978). This soil type is typically forested and due to frequent flooding is
not used for agricultural or development purposes. Masontown mucky loam is listed as a
Type A hydric soil in Carteret County (USDA 1997).
Construction of a temporary detour structure along either side of existing SR 1154 is
feasible. Geotechnical analysis using available Shelby Tube data and an embankment
height of 5 feet (1.5 meters) indicates that approximately 1.3 feet (0.39 meters) of settlement
will occur over a time period of 1 year in the surficial organic soils. No stability problems are
anticipated if the embankment height does not exceed 5 feet (1.5 meters). Placement of soil
stabilization fabric will be required along the majority of the detour approaches to assist in
stabilizing the weak surficial deposits and to reduce disturbance of the wetland in order to
reestablish the natural ground elevation when the detour embankment is removed.
C. Water Resources
1. Surtace Waters
The project corridor is located within sub-basin 03-05-03 of the White Oak River Basin
(DWQ 1997b), which is part of USGS hydrologic unit 03020106 of the Mid-Atlantic/Gulf
Region. The drainage area at the project site is approximately 10.2 sq. miles (16.3 sq.
kilometers). Deep Creek drains into the Newport River approximately 0.3 mile (0.5
kilometer) downstream. Although Deep Creek is a part of the White Oak River Bain,
there is no direct or indirect connection with the White Oak River. The structure targeted
for replacement (Bridge No. 26) spans the main channel of Deep Creek with no direct
involvement of additional streams or tributaries. This section of Deep Creek has been
assigned Stream Index Number 21-11 by the N.C. Division of Water Quality (DWQ
1997a). No other streams or tributaries exist within the project corridor.
2. Stream Characteristics
Deep Creek is described as a blackwater, regularly flooded, coastal swamp system.
The headwaters to this palustrine system originate approximately 5.3 miles (8.5
kilometers) north of the project corridor. Deep Creek averages approximately 37 feet
(11.1 meters) in width and five feet (1.5 meters) from the water surface to the bottom of
the bridge. During field investigations, water depth was approximately four to six feet
(1.2-1.8 meters) at the center of the bridge and flow velocity was slow. Height of stream
banks above the water level was approximately three feet (0.9 meter). Water in the
channel was transparent with a brownish tint possibly from tannic acid due to upstream
organic deposition (typical in blackwater systems). The Deep Creek floodplain extends
throughout the project corridor, is 900 feet (270 meters) in length, contains hydric soils,
and supports hydrophytic vegetation. According to Cowardin et al. (1979), this system
is characterized by semipermanent flooding; however, the stream was not at flood stage
during field investigations.
7

.~
Classifications are assigned to waters of the State of North Carolina based on the
existing or contemplated best usage of various streams or segments of streams in the
basin. A best usage classification of C has been assigned to Deep Creek (DWQ
1997a). The designation Class C uses include aquatic life propagation and survival,
fishing, wildlife, secondary recreation, and agriculture. Secondary recreation refers to
human body contact with waters on an infrequent or incidental basis. No designated
High Quality Waters (HQW), Outstanding Resource Waters (ORW), Water Supply I
(WS-I), or Water Supply II (WS-II) waters occur within the Newport River or adjacent
tributaries.
The Division of Water Quality (DWQ) has initiated awhole-basin approach to water
quality management for the 17 river basins within the state. Water quality for the
proposed project corridor is summarized in the basinwide water quality plan (DWQ
1997b). Water quality for individual streams is based on chemical, benthic, and fish
monitoring stations spread throughout the basin. Deep Creek received a waterbody use
support rating of Partially Supporting by the DWQ, which means this system is
currently partially supporting the designated best usage classification. The leading
potential sources of pollution in the Newport River watershed include both point and
non-point sources.
Point source activities that may impact water quality involve point source dischargers
within the sub-basin. This sub-basin (03-05-03) supports two major point-source
dischargers and seven minor dischargers. Both of the major point-source municipal
facilities are located downstream of the project corridor along the Newport River. Total
permitted flow for the two major dischargers is 3.2 million gallons per day (43.5 million
liters per day). Total permitted flow for the minor dischargers is 0.5 million gallons per
day (6.8 million liters per day) (DWQ 1997b). Non-point source pollution within the sub-
basin that may impact water quality includes agriculture, forestry, urban runoff, septic
tanks, and marinas. However, pollution resulting from urban runoff, septic tanks, and
marinas is concentrated down stream of the project corridor in Morehead City and
Beaufort. Agriculture and forestry activities often result in fecal coliform bacteria,
sedimentation, and increased nutrient levels in surface waters. According to DWQ
(1997b), high levels of fecal coliform bacteria may have occurred in the Newport River at
Newport. Neither sedimentation nor nutrient loading has been identified as a significant
pollution problem within the Newport River (DWQ 1997b).
3. Anticipated Impacts
a) Generallmpacts
The proposed bridge replacement will allow for continuation of pre-project stream
flows in Deep Creek, thereby protecting the integrity of these waterways. Long-term
impacts to adjacent reaches resulting from construction are expected to be
negligible. In order to minimize impacts to water resources, NCDOT Best
Management Practices (BMPs) for the Protection of Surface Waters will be strictly
8

enforced during the entire life of the project. The following are methods to reduce
sedimentation and water quality impacts:
• strict adherence to BMPs for the protection of surface waters
during the life of the project;
• reduction and elimination of direct and non-point discharge into
the water bodies and minimization of activities conducted in the
stream;
• placement of temporary ground cover or re-seeding of disturbed
sites to reduce runoff and decrease sediment loadings;
• reduction of clearing and grubbing along the stream.
There is potential for components of the bridge to be dropped into waters of the
United States during construction. The resulting potential temporary fill associated
with the concrete deck and bents is approximately 16 cubic yards (12.0 cubic
meters). NCDOTs Best Management Practices for Bridge Demolition and Removal
(BMP-BDR) will be applied for the removal of this bridge.
D. Biotic Resources
1. Plant Communities
Two distinct plant communities were identified within the project corridor: cypress-gum
swamp forest, and roadside/disturbed land. These plant communities are described
below.
a) Cypress-Gum Swamp Forest (Blackwater Subtype)
A cypress-gum swamp forest occurs throughout the floodplain and along stream
margins of Deep Creek and makes up the majority of the project corridor. This type
of community is common along blackwater streams in the Coastal Plain and
approximates aCypress-Gum Swamp based on the classification system used by
NHP (Schafale and Weakley 1990). This community has awell-developed canopy
and a sparsely developed understory due to frequent flooding. Regular flooding by
Deep Creek deposits sediment and limited nutrients throughout this community.
Denser undergrowth is found farther away from the stream channel where elevations
slowly rise above flood levels. The canopy is dominated by swamp tupelo (Nyssa
biflora), black gum (Nyssa sylvatica), and bald cypress (Taxodium distichum). The
understory contains sub-canopy/shrub speaes such as Chinese privet (Ligustrum
sinense), wax myrtle (Myrica cerifera), titi (Cyrilla racemif/ora), and sweet bay
(Magnolia virginiana). Herb and vine species identffied in this community include
9

a
giant cane (Arundinaria gigantea), greenbriar (Smilax laurifolia), various sedges
(Carex spp.), netted chain-fem (Woodwardia areolata), Japanese honeysuckle
(Lonicera japonica), and rush (Juncus sp.). As elevations along adjacent side slopes
increase, characteristics of a drier bottomland hardwood forest are exhibited.
Additional species in drier areas include tulip poplar (Liriodendron tulipifera),
sweetgum (Ligiudambar styraciflua), eastern red cedar (Juniperus virginiana), and
loblolly pine (Pinus taeda) in the canopy, as well as various species of greenbrier
(Smilax spp.) and American holly (Ilex opaca) in the understory.
b) Roadside/disturbed Land
Roadside/disturbed land is defined as the margins associated with roadside
shoulders and surrounding development. This community is located along the
existing roadside margins throughout the project corridor and averages
approximately 20 feet (6.1 meters) in width. Most of the roadside/disturbed land is
regularly maintained and is dominated by herbs. Common herbs found along
roadside shoulders include English plantain (Plantago lanceolate), broom panic
grass (Dicanthelium scoparium), dayflower (Commelina sp.), clover (Trifolium sp.),
and various grasses.
c) Plant Communities within the Project Corridor
Plant community impacts are estimated based on the amount of each plant
community present within the projected right-of way. Permanent impacts are
considered to be those impacts that occur within the cut-fill limits that will
permanently alter current plant communities. Temporary impacts are those impacts
that occur between cut-fill limits and the proposed right-of-way. Portions of a specific
plant community, which are to be impacted but returned to pre-project composition,
will also be considered a temporary impact. A summary of potential plant community
impacts is presented in Table 1.
From an ecological perspective, impacts of upgrading existing road facilities are
relatively minimal. Permanent impacts to natural plant communities resulting from
Alternates A and B are generally restricted to narrow strips adjacent to the existing
facility. However, due to the construction of a temporary detour, as well as an
extended temporary easement, temporary impacts to natural plant communities are
expected to be larger for Alternate A. For all alternatives, no additional
fragmentation of plant communities will be created, as the project will result only in
alteration of community boundaries. Permanent impacts to natural plant
communities will be minimized with planting of vegetation and the restoration of
natural contours of the plant community.
10

Table 1: Projected plant community impacts within the Alternative Corridors. Permanent impacts are
considered to be those impacts that occur within the cut-fill limits that will permanently alter current plant
communities. Temporary impacts are those impacts that occur between cut-fill limits, temporary
easements, and the proposed right-of-way. Portions of a specific plant community, which are to be
impacted but returned to pre-project composition, will also be considered a temporary impact. Areas
are given in acres (hectares).
TABLE 1
ANTICIPATED IMPACTS TO PLANT COMMUNITIES
PLANT COMMUNITY
Alternative
Corridors Impact
Type Successional
Field
Acres hectares Roadside/
Disturbed Land
Acres hectares Total
Acres
hectares
Temporary 0.32 (0.13) 0.26 (0.10) 0.58 (0.23)
A Permanent 0.01 (0.004) 0.01 (0.004) 0.02 (0.008)
Total 0.33 (0.13) 0.27 (0.11) 0.60 (0.24)
Temporary -- 0.14 (0.05) 0.14 (0.05)
B Permanent 0.48 (0.19) 0.02 (0.008) 0.50 (0.20)
Total 0.48 (0.19) 0.16 (0.06) 0.64 (0.26)
2. Wildlffe
a) Terrestrial
Mammal signs (tracks, scat, etc.) observed within the project corridor were limited to
tracks of a raccoon (Procyon loto~j and white-tailed deer (Odocoileus virginianus).
Opportunistic and characteristic species, which are expected to frequent woodlands
and fringe areas in this part of the state, include the gray squirrel (Sciurus
carolinensis), marsh rabbit (Sylvilagus pa/ustris), marsh rice rat (Oryzomys palustris),
Virginia opossum (Didelphis virginianus), cotton mouse (Peromyscus gossypinus),
nutria (Myocastor coypus), golden mouse (Ochrotomys nuttall~), mink (Mustela
vison), and black bear (Ursus americanus).
With the combination of a bottomland system and adjacent cleared uplands, several
bird species are expected to occur within the project vicinity. Birds identified during
the field investigation include belted kingfisher (Ceryle alcyon), Carolina chickadee
(Poecile carolinensis), red-bellied woodpecker (Melanerpes carolinus), downy
woodpecker (Picoides pubescens), swamp sparrow (Me/ospiza georgiana), yellow-
rumped warbler (Dendroica coronata), turkey vulture (Cathartes aura), eastern
screech owl (Otus asio), ring-billed gull (Carus de/awarensis), killdeer (Charadrius
vociferus), and American robin (Turdus migratorius). Other bird species that may
occur within the project vicinity include northern mockingbird (Mimus polyglottos),
11

Carolina wren (Thryothorus ludovicianus), palm warbler (Dendroica pa/marum),
mourning dove (Zenaida macroura), northern cardinal (Cardinalis cardinalis), and
red-shouldered hawk (Buteo lineatus).
No terrestrial reptile species were identified within the project corridor. Common
terrestrial reptiles and amphibians, which may occur within the project corridor,
include eastern box turtle (Terrapene Carolina), Carolina anole (Anolis carolinensis),
rough green snake (Opheodrys aestivus), Broadhead skink (Eumeces laticeps), five-
lined skink (Eumeces fasciatus), rat snake (E/aphe obso/eta), eastern kingsnake
(Lampropeltis getulus), and eastern garter snake (Thamnophis sirtalis).
b) Aquatic
Limited surveys resulted in no documentation of aquatic reptiles or amphibians in the
project corridor. Deep Creek provides suitable habitat for aquatic and semi-aquatic
reptiles and amphibians. Aquatic or semi-aquatic reptiles and amphibians which
may occur within the project corridor include snapping turtle (Chelydra serpentina),
yellowbelly slider (Trachemys scripts), spotted turtle (Clemmys guttata), mud snake
(Farancia abacura), brown water snake (Nerodia taxispilota), redbelly water snake
(Nerodia erythrogaster), cottonmouth (Agkistrodon piscivorus), eastern newt
(Notophthalmus viridescens), southern dusky salamander (Desmognathus
auriculatus), mud salamander (Pseudotriton montanus), green frog (Rana clamitans),
southern cricket frog (Acris gryllus), and pickerel frog (Rana palustris).
No sampling or surveys were undertaken in Deep Creek to determine fishery
potential; however, in April of 1995, the DWQ surveyed a portion of the Newport
River, approximately 5.5 miles (8.8 kilometers), upstream of the confluence of the
Newport River and Deep Creek. Due to the similarity of habitat and the direct
connection between the two water bodies, Deep Creek is expected to contain similar
species to the Newport River. Those species identified that may utilize Deep Creek
include the American eel (Anguila rostrata), pirate perch (Aphredoderus sayanus),
sawcheek darter (Etheostoma semfer), redfin pickerel (Esox americanus), and the
bluespotted sunfish (Enneacanthus gloriosus) (DWQ Unpublished). Other species
that may frequent the waters of the Branch of the Newport include the margined
madtom (Noturus insignis), tadpole madtom (Noturus gyrinus), longnose gar
(Lepisosteus osseus), creek chubsucker (Erimyzon oblongus), eastern mosquitofish
(Gambusia holbrooki), and swamp darter.
The project corridor is located within the Coastal Plain and includes the crossing of
Deep Creek, a tributary to the Newport River. For Coastal Plain streams, both
anadromous and catadromous fish passage should be considered in the timing of
any proposed in-stream activities associated with bridge replacement. According to
Menhinick (1991), several species of anadromous fish and one species of
catadromous fish may migrate through Deep Creek during scheduled bridge
activities. The anadromous species may include striped bass (Morone saxatilis),
12

Atlantic sturgeon (Acipenser oxyrhynchus), sea lamprey (Petromyzon margus),
alewife (Alosa pseudoharengus), American shad (Alosa sapidissima), hickory shad
(A/osa mediocris), and white perch (Morone americana); while the single
catadromous fish species is the American eel (Anguilla rostrata). Design and
scheduling of bridge replacement should avoid in-stream activities during the spring
migration period for these fish species within the Neuse River and tributaries
including Deep Creek.
c) Mticipated Impacts to Wildlife
Due to the limited extent of infringement on natural communities, the proposed
bridge replacement will not result in loss or displacement of known terrestrial animal
populations. No substantial habitat fragmentation is expected since most
improvements will be restricted to existing roadside margins. Construction noise and
associated disturbances will have short-term impacts on avifauna and migratory
wildlife movement patterns. However, long-term impacts are expected to be
negligible. Potential down-stream impacts to aquatic habitat will be avoided by
bridging the system to maintain regular flow and stream integrity. Short-term impacts
associated with turbidity and suspended sediments will affect benthic populations.
Temporary impacts to downstream habitat from increased sediment during
construction will be minimized by the implementation of stringent erosion control
measures.
E. Special Topics
1. Waters of the United States
Surface waters within the embankments of Deep Creek are subject to jurisdictional
consideration under Section 404 of the Clean Water Act as waters of the United States
(33 CFR section 328.3). Field investigations indicate that, within the project corridor,
Deep Creek is slow-velocity, Coastal Plain, blackwater stream with adjacent wetlands.
The stream contains geomorphological features (sinuosity, defined stream channel, and
continuous bed and bank) and provides extensive aquatic value (available habitat,
presence of fish, and permanent Water) characteristic of jurisdictional streams.
Wetlands surrounding Deep Creek are subject to jurisdictional consideration under
Section 404 of the Clean Water Act as waters of the United States (33 CFR section
328.3). These areas are defined by the presence of three primary criteria: hydric soils,
hydrophytic vegetation, and evidence of hydrology at or near the surface for a portion
(12.5 percent) of the growing season (DOA 1987). NW I mapping indicates that the
floodplain of Deep Creek exhibits characteristics of a palustrine, broad-leaved,
deciduous forest system that is semipermanently flooded (PFO6F) (Cowardin et al.
1979). Field investigations indicate that floodplain wetlands do occur in the project
corridor and do meet this general classffication. Field investigations also indicate that
the stream within the project corridor exhibits characteristics of a slow-flow, riverine,
13

lower perennial system with an unconsolidated bottom consisting of sand, silt, and mud
(R2U63H) (Cowardin et al. 1979).
The areas (acres [hectares]) of wetland within the alternative right-of-ways and the areas
(acres [hectares]) and linear distances (feet [meters]) of stream shaded by proposed
bridging are shown in Table 2.
TABLE 2
ANTICIPATED IMPACTS TO AQUATIC COMMUNITIES
Stream
Alternative Impact
Wetland Area Stream Area Linear
Corridors Type
distance
Tempura 0.34 (0.14 0.01 0.004) 30.0 (9.1)
A Permanent 0.34 0.14 0.03 (0.01 40.0 (12.2)
Total 0.68 0.28) 0.04 0.02) 70.0 21.3)
Tern ra 0.16 0.06 -- --
B Permanent 0.27 0.10 0.03 0.01 40.0 12.2

Total 0.43 0.16 0.03 0.01 40.0 12.2)
Total 0.45 0.18 0.03 0.01 40.0 12.2)
NOTES:
• Impacts are based on a 100-foot (30.5 meter) right-of-way for all artemates.
• Actual construction impacts may be less than those indicated above, calculations were based on the worst-case scenario.
Areas are given in acre (hectare) and linear distances are depicted in feet (meters).
Permanent impacts to vegetated wetlands for all alternates will be restricted to narrow
strips adjacent to the existing bridge. Due to the construction of a temporary on-site
detour, temporary impacts to wetlands associated with Altemate A are larger than
Altemate B. Upon completion of construction, temporary impacts associated with
construction activities and the temporary alignment will be restored to pre-project
conditions. Permanent impacts to the stream are limited to bridge shading;
encroachment into the stream will be avoided. Surface waters within the project corridor
are considered to be high quality and are designated as an Area of Environmental
Concern (AEC) (Public Trust Waters) by the Division of Coastal Management (DCM).
Consideration should be given to avoiding disturbances within these areas whenever
practicable.
There is potential that components of the existing bridge may be dropped into waters of
the United States during construction. The resulting potential temporary fill associated
with the construction activities is not expected to exceed 16 cubic yards (12.0 cubic
meters). This project can be classified as Case 2, where construction is restricted during
moratorium periods associated with anadromous fish passage as well as those outlined
in Best Management Practices for Protection of Surface Waters. No threatened or
endangered species or protected water resources are expected to be impacted by
14

construction activities. NCDOT will coordinate with the various resource agencies during
project planning to ensure that all concerns regarding bridge demolition are resolved.
2. Permits
The proposed project will occur in one (Carteret) of the 20 counties covered by the
Coastal Area Management Act (CAMA). The only AEC within the project corridor is
Public Trust Waters. Proposed impacts to Public Trust Waters are limited to shading;
therefore, the project will avoid AEC's, and the N.C. Department of Coastal Management
(DCM) will review the project application for consistency with the coastal management
program. This project is being processed as a Categorical Exclusion (CE) under Federal
Highway Administration (FHWA) guidelines. The United States Army Corps of
Engineers (COE) has made available Nationwide Permit (NWP) #23 (61 FR 65874,
65916; December 13, 1996) for CEs due to minimal impacts expected with bridge
construction. The North Carolina Department of Environment and Natural Resources
Division of Water Quality (DWQ) has made available a General 401 Water Quality
Certification for NWP No. 23. However, authorization for jurisdictional area impacts
through use of this permit will require written notice to DWQ. In the event that NWP No.
23 will not suffice, minor impacts attributed to bridging and associated approach
improvements are expected to qualify under General Bridge Permit 031 issued by the
COE. Notification to the Wilmington COE office is required if this general permit is
utilized.
The Coast Guard Authorization Act of 1982 exempts bridge projects from Coast Guard
bridge permits when the bridge project crosses non-tidal waters which are not used,
susceptible to use in their natural condition, or susceptible to use by reasonable
improvement as a means to transport interstate commerce. Due to this, this bridge
project is exempt, and will not require a Coast Guard Bridge Permit (Appendix).
3. MRigatlon
Compensatory mitigation is not proposed for this project due to the limited nature of
project impacts. However, utilization of BMPs is recommended in an effort to minimize
impacts. Temporary impacts to vegetated wetlands associated with construction
activities could be mitigated by replanting disturbed areas with native wetland species
and removal of temporary fill material upon project completion. A final determination
regarding mitigation requirements rests with DCM, with input from the COE and DWQ.
F. Protected Species
1. Federally Protected Species
Species with the federal classification of Endangered (E) or Threatened (T), officially
proposed (P) for such listing, or Threatened due to Similarity of Appearance (T[S/A]) are
protected under the Endangered Species Act (ESA) of 1973, as amended (16 U.S.C.
15

1531 et seq.). The term "Endangered Species" is defined as "any species which is in
danger of extinction throughout all or a significant portion of its range", and the term
"Threatened Species" is defined as "any species that is likely to become an Endangered
species within the foreseeable future throughout all or a significant portion of its range"
(16 U.S.C. 1532). The term "Threatened due to Similarity of Appearance" is defined as
a species that is not "Endangered" or "Threatened", but "closely resembles an
Endangered or Threatened species" (16 U.S.C. 1532). Federally protected species
listed for Carteret County as of March 22, 2001 are provided in Table 3.
TABLE 3
FEDERALLY-PROTECTED SPECIES
FOR CARTERET COUNTY
Common Name Scientific Name Federal Status
American alli ator* Alli ator mississi iensis Threatened S/A
Lo erhead sea turtle Caretta caretta Threatened
Hawksbill sea turtle Eretmochel s imbricata Endan ered
Pi in lover Charadrius melodus Threatened
Green sea turtle Che/onia m das Threatened
Leatherback sea turtle Dermochel s coriacea Endan ered
Eastern cou ar" Felis concolor cou ar Endan ered
Kern 's ridle sea turtle Lepidochel s kempii Endan ered
Red-cockaded wood ecker Picoides borealis Endan ered
Roseate tern Sterna dou allii Endan ered
Manatee Trichechus mantus Endan ered
Seabeach amaranth Amaranthus umilus Threatened
Shortnose stur eon Aci enser brevirostrum Endan ered
Rou h-leaved loosestrife L simachia as erulaefolia Endan ered
NOTES:
Species name and status for federally protected species in Carteret County as of March 22,
2001.
' Threatened due to similarity in appearance.
'"Historic occurrence in county -last seen before 1979.
Federally protected sea turtles listed for Carteret County nest on sandy beaches and
may enter into estuarine areas in the vicinity of Bogue Sound located approximately 12.5
miles (20.1 kilometers) to the east of the project corridor. However, proposed widening
activities associated with the replacement of Bridge No. 26 will not adversely affect
beach or estuarine habitat. No negative impacts to any federally protected sea turtles
will result from proposed construction activities.
The status of non-pelagic or oceanic species includes the following.
Shortnose sturgeon -The shortnose sturgeon is abottom-feeding fish that rarely
exceeds three feet (0.9 meters) in length. This species has a heterocercal tail; an
16

inferior, protrusible mouth proceeded by barbells and a body covered with rows of bony
scutes (Ross 1997). Adults have a short, blunt snout; the body is brown to blackish
dorsally, yellowish on the sides, and white ventrally (FWS 1993b). The usual habitat is
estuaries and lower sections of large rivers. The sturgeon is anadromous, spending
most of the year in brackish estuarine environments and moving into fresh water only
when spawning (Gilbert 1989). This species occurs in Atlantic seaboard rivers from the
St. Johns River, Florida, to eastern Canada. Currently, the Lower Cape Fear River
drainage area may contain North Carolina's only self-sustaining population of shortnose
sturgeon (Ross 1997).
Deep Creek, within the study corridor, is a shallow, freshwater, Coastal Plain swamp and
does not provide the deep-water habitat preferred by the shortnose sturgeon. Shaken
Creek does not provide suitable breeding habitat preferred by this species. The
shortnose sturgeon has not been documented to occur within one mile (1.6 kilometers)
of the study corridor. No current records exist which identify the shortnose sturgeon in
the White Oak River Basin. Furthermore, the Shaken Creek River Basin is not listed by
the National Marine Fisheries Service (NMFS) as supporting of short-nosed sturgeon
(Appendix).
BIOLOGICAL CONCLUSION: Deep Creek does not provide habitat preferred by
this species, and NHP records indicate that shortnose sturgeon has not been
documented to occur within one mile (1.6 kilometers) of the study corridor.
Shaken Creek is not listed by the NMFS as supporting of shortnose sturgeon.
This project will not affect shortnose sturgeon. NO EFFECT
American alligator -American alligator is listed as threatened based on the similarity in
appearance to other federally listed crocodilians; however, there are no other
crocodilians within North Carolina. American alligators can be found in a variety of
freshwater to estuarine aquatic habitats including swamp forests, marshes, large
streams and canals, and ponds and lakes. NHP records indicate that American alligator
has not been documented within 2.4 miles (3.8 kilometers) of the project corridor.
T S/A species are not subject to Section 7 consultation and a biological conclusion is not
required. However, the project is not expected to affect the American alligator.
Piping plover -Piping plovers are the smallest of the plovers found in the Carolinas,
measuring only six to eight inches (15 to 20 centimeters) in length (Golder and Parnell
1987). This species is characterized by a white head and back and white breast and
belly, yellow legs, narrow black neck band and a narrow band above the eyes, and a
black bill in the winter and yellow and black bill in the summer (Potter et al. 1980).
These small, Nearctic birds occur along beaches above the high tide line, sand flats at
the ends of sand spits and barrier islands, gently sloping foredunes, blowout areas
behind primary dunes, and washover areas cut into or between dunes (Dyer et a/.1987).
Nests are most often on open, wide, sandy stretches of beach similar to those
associated with inlets and capes.
17

BIOLOGICAL CONCLUSION: The project corridor contains no saltwater or
beach habitat suitable for piping plovers. NHP records do not document piping
plovers within one mile (1.6 kilometer), and none were observed during the site
visit. Based on the habitat needs of piping plovers, NHP records, and
professional judgement, the proposed project will not directly impact the Piping
Plover. NO EFFECT.
Eastern Cougar -The eastern cougar is a possibly extinct eastern subspecies of the
widespread mountain lion species. This species was possibly extirpated from North
Carolina by the late 1800s although recent sporadic sightings have been reported from
remote areas of the Mountains and Coastal Plain (Lee 1987). Mountain lions are large,
long-tailed cats; adult males may measure seven to nine feet (2.1 to 2.7 meters) total
length with females averaging 30 to 40 percent smaller (Handley 1991). Adult mountain
lion tracks measure approximately 3.5 inches (nine centimeters) (Lee 1987). Recent
specimens of mountain lion taken in North Carolina and elsewhere in mid-Atlantic states
have proved to be individuals of other subspecies that have escaped or been released
from captivity (Lee 1987, Handley 1991). The eastern cougar requires large tracts of
relatively undisturbed habitat that support large populations of white-tailed deer (Webster
et al. 1985).
BIOLOGICAL CONCLUSION: Due to local urbanization and development, no
suitable habitat for eastern cougar exists in or near the project corridor. NHP
documents no occurrences of eastern cougar within Carteret County since 1979
and no signs were observed during systematic surveys of the project corridor.
Based on habitat studies, NHP records, and professional judgement, the
proposed project will not have an effect on the eastern cougar. NO EFFECT
Red-cockaded Woodpecker -This small woodpecker (seven to 8.5 inches [18 to 22
centimeters] long) has a black head, prominent white cheek patch, and black-and-white
barred back. Males often have red markings (cockades) behind the eye, but the
cockades may be absent or difficult to see (Potter et al. 1980). Primary habitat consists
of mature to over-mature southern pine forests dominated by loblolly, long-leaf (P.
palustris), slash (P. elliotti~), and pond (P. serotina) pines (Thompson and Baker 1971).
Nest cavities are constructed in the heartwood of living pines, generally older than 70
years, that have been infected with red-heart disease. Nest cavity trees tend to occur in
clusters, which are referred to as colonies (FWS 1985). The woodpecker drills holes into
the bark around the cavity entrance, resulting in a shiny, resinous buildup around the
entrance that allows for easy detection of active nest trees. Pine flatwoods or pine-
dominated savannas, which have been maintained by frequent natural fires, serve as
ideal nesting and foraging sites for this woodpecker. Development of a thick understory
may result in abandonment of cavity trees. The woodpeckers utilize pine stands in close
proximity to the colony site for foraging. Foraging areas, depending on the quality of
habitat, have been found to range from 84 acres (34 hectares) to over 409 acres (165.5
hectares). Food sources include wood-boring insects, grubs, beetles, corn worms and
18

other invertebrates found within 0.5 mile (0.8 kilometer) of the colony site. Pines greater
than 30 years of age dominate stands preferred by foraging birds although mixed
pine/hardwood stands are also used.
BIOLOGICAL CONCLUSION: The project area contains scattered loblolly pine
trees; however, these trees are not dominant and are of a relatively young age.
Also, Cypress-Gum Swamp communities have reasonably well-developed shrub
and midstory layers, which red-cockaded woodpeckers avoid for both nesting
and foraging. According to NHP records, red-cockaded woodpeckers have been
documented in Carteret County within the last 20 years, but not within one mile
(1.6 kilometer) of the project corridor. No red-cockaded woodpeckers were
observed during the field visit. The project corridor contains no suitable foraging
or nesting habitat for red-cockaded woodpeckers. Based on NHP records, field
observations, and professional judgement, proposed construction associated
with this project will not adversely affect the red-cockaded woodpecker. NO
EFFECT.
Roseate Tem -The roseate tern is a medium- sized tern, 14 to 17 inches (36 to 43
centimeters) long. In breeding plumage, it has a black bill and cap, light gray mantle, red
legs, and a long, deeply forked white tail, which exceeds the wing length when the bird is
at rest. Tem prey consists of small coastal fish, which are caught by diving on them
from the air. The roseate tern is a rare coastal migrant from late March to mid May and
from late July to October (Potter et al. 1980). The nest of this colonial ground-nesting
seabird is generally a depression on open sand with shells or grasses, usually on the
upper beach or dune areas. This species nested in Carteret County in 1973 (Potter et
al. 1980).
BIOLOGICAL CONCLUSION: The project corridor contains no saltwater or
beach habitat suitable for roseate terns. NHP records do not document roseate
terns within one mile (1.6 kilometer), and none were observed during the site
visit. Based on the habitat needs of roseate terns, NHP records, and
professional judgement, the proposed project will not directly impact the roseate
tem. NO EFFECT.
Manatee -The West Indian Manatee is a large, gray or brown aquatic mammal that
averages ten to 13 feet (three to four meters) in length and weighs up to 1,000 pounds
(455 kilograms). During summer month's manatees migrate from their Florida wintering
areas as far north as coastal Virginia. These mammals inhabit warm waters, both fresh
and salt, where their diet consists mostly of aquatic vegetation (Webster et al. 1985).
According to NHP records, a manatee was identified in Adams Creek approximately 4.5
miles (7.2 kilometers) east of the project corridor in July 2000.
Deep Creek is a freshwater, Coastal Plain stream that likely does not provide passage
and/or suitable forage habitat for the manatee. Manatees rarely occur within inland
19

waters of North Carolina and have not been documented to occur within one mile (1.6
kilometers) of the study corridor.
The FWS has developed recommendations for general construction activities in aquatic
areas, which may be used by the manatee (FWS memo dated July 2, 1995}. The FWS
directs that construction that can be completed within a seven month period should take
place between November and May. The FWS also makes a series of recommendations
pertaining to construction and the manatee, some of which are summarized as follows:
1) construction managers should advise all construction personnel to be aware of the
possibility of manatee appearance and the legal obligation to avoid harassment of the
species; 2) construction personnel will watch for manatee sightings and be prepared to
shut down equipment if one is made; 3) any sightings or contact with manatees will be
reported to the appropriate natural resource agencies (FWS, Wildlife Resources
Commission); 4) a sign will be posted providing instructions to equipment operators in
case a manatee is sighted; 5) special steps will be taken on site concerning operations
during the no-blast moratorium period, such as guidelines for operating water craft and
placement of siltation barriers.
BIOLOGICAL CONCLUSION: Based on available information, the manatee is
not expected to occur within the study corridor during the period from November
to May, and is unlikely to occur from June to October. To avoid impacts to
manatee, all construction associated with the project should be conducted under
the above mentioned guidelines prepared by the FWS. Assuming these
guidelines are adhered to during construction activities, this project will not affect
manatee. NO EFFECT
Seabeach Amaranth -Seabeach amaranth is aloes-growing, fleshy, annual herb. The
spatula-shaped leaves are pink and range from 0.5 to one inch (1.3 to 2.5 centimeters)
in diameter. The leaves are clustered near the end of the stem and are notched apically.
Flowers and fruits are inconspicuous, and occur along the stem. This plant is primarily
found on foredunes and sand spits of Atlantic coast barrier beaches and inlets in areas
where periodic overwash eliminates vegetative competition. Some of the largest
remaining populations of this species occur in North Carolina (FWS 1993). This species
has been documented on sand spits on both sides of Beaufort Inlet and on Bird Shoal
(NHP recorcis). The preferred habitat of this plant does not occur within the project area
as beach slopes are too steep for inland overwash except on rare occasions and there
are no nearby accreting spits.
BIOLOGICAL CONCLUSION: Seabeach amaranth has been documented in
Carteret County by the NHP within the last 20 years, but not within five miles
(eight kilometers) of the project corridor. The project corridor is located
approximately 13 miles (20.9 kilometers) from the ocean, and contains no bare,
open sandy habitat suitable for this seaside annual with poor competitive
abilities. Suitable habitat does not exist within or near the project corridor for
seabeach amaranth. Based on habitat needs, NHP records, and professional
20

judgement, effects on the proposed bridge work will not directly impact the
seabeach amaranth. NO EFFECT.
Rough-leaved loosestrife -Rough-leaved loosestrife is a rhizomatous perennial with
erect stems one to two inches (2.5 to 5.8 centimeters) tall. Leaves are sessile in whorls
of three or four, broadest at the base, and have three prominent veins. The leaf margins
are entire and slightly revolute. Flowers are yellow and bisexual, and usually have five
petals that flowers from late May to June. Seeds form in August and the small round
capsules, surrounded by the persistent calyx, dehisce in October. Rough-leaved
loosestrife typically occurs along the ecotone between long-leaf pine savannas and
wetter, shrubby areas where lack of canopy vegetation allows abundant sunlight into the
herbaceous layer. Rough-leaved loosestrife is endemic to the Coastal Plain and
Sandhill regions of the Carolinas. This species is fire maintained, and suppression of
naturally occurring fires has contributed to the loss of habitat in our state. Drainage of
habitat may also have adverse effects on the plant. (FWS 1994). Habitats where rough-
leaved loosestrife have been found are low and high pocosin, wet pine flatwoods, pine
savanna, streamhead pocosins, and sandhill seeps (Schafale and Weakley 1990), as
well as peaty pond margins, and disturbed sites such as roadside depressions, power
line right-of-ways, and firebreaks (FWS 1994).
BIOLOGICAL CONCLUSION: The project corridor contains Coastal Plain Small
Stream Swamp forest and highly maintained agricultural, roadside, and
residential areas. None have the acidic soils coupled with open canopy that are
important for the establishment and maintenance of rough-leaved loosestrife. No
pocosin, pine flat or sandhill habitat, nor any ecotone of these habitats, were
noted in the area of the project corridor. Rough-leaved loosestrife is senescent
in January, at the time of the field survey, and would not have been detectable.
However, it is not expected that this species would be found in this habitat. NHP
records do not document rough-leaved loosestrife within one mile (1.6 kilometer)
of the project corridor. Based on the absence of suitable habitat, NHP records,
and professional judgement, the proposed project will not adversely impact the
rough-leaved loosestrife. NO EFFECT
Federal Species of Concern -The March 22, 2001 FWS list also includes a category of
species designated as "Federal Species of Concem" (FSC). A species with this
designation is one that may or may not be listed in the future (formerly C2 candidate
species or species under consideration for listing for which there is insufficient
information to support listing). A list of FSC species for Carteret County with habitat
survey results is located in Table 4.
21

The FSC designation provides no federal protection under the ESA for the species
listed. However, NHP files have no documentation of FSC species within one mile (1.6
kilometer) of the project corridor.
-- ---- --- --
- -
TABLE 4
Federal Species of Concern listed for Carteret County
Common Name ,Scientific Name ~ Potential
Habitat State
Status**
Bachman's sparrow_
Henslow's sparrow ___
Southern hognose snake* Aimophila aestivalis
~ Ammodramus henslow_i_i _ ~
' Heterodon simus No __ _ '
No
No _ SC _
_ SR _
SR (PSC)
Black rail Laterallus jamaicensis No __ _
SR
Northern diamondback terrapin ~ Malaclemys terrapin terrapin No _ SC
Mimic glass lizard Ophisaurus mimicus No ~ SC (PT)
Eastern painted bunting* Passerina ciris ciris No SR
Carolina gopher frog Rana capito capito No SC (PT)
A skipper (butterfly) Atrytonopsis sp ! Yes SR
Arogos skipper Atrytone arogos arogos _ ' No _ SR

Venus flytrap cutworm moth Hemipachnobia subporphyrea
' subporphyrea ~
No ;
SR
Croatan crayfish Procambarus plumimanus I Yes W3
!Carter's noctuid moth I Spartiniphaga carterae ; No SR
Chapman's sedge Carex chapmanii Yes ; W 1
! Venus flytrap Dionea muscipula ! No i C-SC
~ Pondspice ~ Litsea aestivalis No C
;Loose watermilfoil ~ Myriophyllum laxum No i T
'Savanna cowbane ' Oxypolis temata No W 1
Carolina goldenrod ~ Solidago pulchra ! No i E
!Carolina asphodel I Tofieldia g/abra ~ No ~ C
I Dune bluecurls ; Trichostema sp. 1 No C
Savanna campylopus : Campylopus carolinae No C
* Historic record -The species was last observed in the county more than 50 years ago.
** State Status Codes:
C -Candidate SC -Special Concern
E -Endangered SR -Significantly Rare
PE -Proposed Endangered T -Threatened
PT -Proposed Threatened W1: rare, but relatively secure
W3 -Watch List: rare, but with
uncertain documentation
2. State Protected Species
Plant and animal species which are on the North Carolina state list as Endangered (E),
Threatened (T), Special Concem (SC), Candidate (C), Significantly Rare (SR), or
22

Proposed (P) (Amoroso 1999, LeGrand and Hall 1999) receive limited protection under
the North Carolina Endangered Species Act (G.S. 113-331 et seq.) and the North
Carolina Plant Protection Act of 1979 (G.S. 106-202 et seq.). NHP records indicate that
no terrestrial or aquatic State-listed species have been documented within one mile (1.6
kilometer) of the project corridor.
VI. CULTURAL RESOURCES
A. Compliance Guidelines
This project is subject to compliance with Section 106 of the National Historical Preservation
Act of 1966, as amended, implemented by the Advisory Council on Historic Preservation's
Regulations for Compliance with Section 106, codified at 36 CFR Part 800. Section 106
requires that for federally funded, licensed, or permitted projects having an effect on
properties listed in or eligible for the National Register of Historic Places, the Advisory
Council on Historic Preservation be given the opportunity to comment.
B. Historic Architecture
A field survey of the Area of Potential Effects (APE) was conducted on July 2, 1999. All
structures within the APE were photographed, and later reviewed by the North Carolina
State Historic Preservation Office (HPO). In a concurrence form dated December 19, 2000,
the HPO concurred that there are no historic architectural resources either listed in or
eligible for listing on the National Register of Historic Places within the APE. A copy of the
concurrence form is included in the Appendix.
C. Archaeology
The State Historic Preservation Officer (SHPO), in a memorandum dated December 20,
2000, had no comment on the project as was currently proposed. There is little likelihood of
any National Register archaeological sites occurring in the project area because of the
disturbed landforms, the SHPO recommends no further action. A copy of the SHPO
memorandum is included in the Appendix.
VII. ENVIRONMENTAL EFFECTS
The project is expected to have an overall positive impact. Replacement of an inadequate
bridge will result in safer traffic operations.
The project is a Federal "Categorical Exclusion" due to its limited scope and lack of significant
environmental consequences.
The bridge replacement will not have an adverse effect on the quality of the human or natural
environment with the use of current NCDOT standards and specifications.
23

The project is not in conflict with any plan, existing land use, or zoning regulation. No significant
change in land use is expected to result from construction of the project.
No adverse impact on families or communities is anticipated. Right of way acquisition will be
limited. No relocatees are expected with implementation of the proposed alternative.
No adverse effect on public facilities or services is anticipated. The project is not expected to
adversely affect social, economic, or religious opportunities in the area.
There are no publicly owned recreational facilities, or wildlife and waterfowl refuges of national,
state, or local significance in the vicinity of the project.
No North Carolina Geodetic Survey control monuments will be impacted during construction of
this project.
The Farmland Protection Policy Act requires all federal agencies or their representatives to
consider the potential impacts to prime and important farmland soils by all land acquisition and
construction projects. Prime and important farmland soils are defined by the Natural Resources
Conservation Service (NRCS). Since there are no prime or important farmlands in the
immediate vicinity of the proposed bridge the Farmland Protection Policy does not apply.
This project is an air quality °neutral" project, so it is not required to be included the regional
emission analysis (ff applicable) and a project level CO analysis is not required.
This project is located in Carteret County, which has been determined to be in compliance with
the National Ambient Air Quality Standards. 40 CFR Part 51 is not applicable, because the
proposed project is located in an attainment area. This project is not anticipated to create any
adverse effects on the air quality of this attainment area.
The traffic volumes will not increase or decrease because of this project. There are no
receptors located in the immediate project area. No noise impacts are anticipated as a result
of this project.
Noise levels could increase during construction but will be temporary. If vegetation is disposed
of by buming, all buming shall be done in accordance with applicable local laws and regulations
of the North Carolina SIP for air quality in compliance with 15 NCAC 2D.0520. This evaluation
completes the assessment requirements for highway traffic noise (23 CFR Part 772) and for air
quality (1990 CAAA and NEPA) and no additional reports are required.
An examination of records at the North Carolina Department of Environment and Natural
Resources, Division of Water Quality, Groundwater Section and the North Carolina Department
of Human Resources, Solid Waste Management Section revealed no hazardous waste sites in
the project area. No facility with underground storage tanks (UST), hazardous waste sites,
regulated landfills and unregulated dumpsites were identified in the project vicinity.
24

Carteret County is a participant in the National Flood Insurance Regular Program. This site on
the Deep Creek is included in a detailed F.E.M.A. flood study. Attached is a copy of the Flood
Insurance Rate Map, on which are shown the approximate limits of the 100-year flood plain in
the vicinity of the project (Figure 5).
On the basis of the above discussion, it is concluded that no significant adverse environmental
effects will result from implementation of the project.
IX. AGENCY COMMENTS
1. United States Army Corps of Engineers (COE)
Comment: "..it is recommended that geotechnica/evaluations be conducted at
the project site to estimate the magnitude of sediment consolidation that can
occur due to an on-site detour."
Response: Geotechnical analysis indicates that approximately 1.3 feet (0.4
meters) of settlement will occur over a time period of one year in the surficial
organic soils. No stability problems are anticipated if the embankment height
does not exceed 5 feet (1.52 meters).
2. United States Army Corps of Engineers (COE)
Comment: Off-site detours are always preferable to on-site (temporary) detours
in wetlands."
Response: Altemate A, replacing the bridge at the existing location is the
preferred atemate. Altemate A was selected because of the excessive length of
the available off-site detour. The temporary detour structure will be a temporary
bridge approximately 85-feet (25.9 meters) in length, located south of the existing
bridge. The temporary embankment height will not exceed five feet (1.5 meters)
to avoid stability problems.
3. National Marine Fisheries Service (NFMS)
Comment: "Mitigation will be provided for any unavoidable wetland losses."
Response: see Project Commitments.
4. Carteret County Board Of Education
Comment: `:..our system would have four to six buses crossing this particular
bridge. Route plans at this time call for these buses to cross four times daily.
This would mean that we could have from 16 to 24 crossings per day...this
25

change would add considerable time and mileage to each bus route thus making
the students board their bus much earlier... this could also have an affect on our
operating budget for that year."
Response: Alternate A, replacing the bridge at the existing location is the
preferred alternate. Alternate A was selected because of the excessive length of
the available off-site detour for Alternate B.
26

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TIP NO. B-3626
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Panel No. 370049 0004
Date: October 18, 1983
Strut Name: SR 1154
Town of Newport, Nor<L Carolina
1000 R 0 1000 R
305 m 305 m
- 5
lI p Scale FIGURE
FEMA FLOOD STUDY 100 YEAR FLOOD PLAIN

RECORD OF CONTACT
DATE: 7111/01
CONTACT WITH: Mike Bell, Corps of Engineers -Washington Office
SUBJECT: Bridge Group 27 Scoping comments(B-3612, B-3626, B-3640, 8-3684, B-3685, B-
3711, B-3712, B-3809, B-3810, and B-3871)
VIA: Telephone I:00 pm
DISCUSSED: He said he agreed with the specific comments for each bridge from David
Cox's(from the North Carolina Wildlife Resource Commission) letter dated 6/08/2001(included
in appendix) and the general comments from David Franklin's (of the Corps of Engineers) letter
dated 8/2/2000 (included in appendix). He will not be sending out a letter.
Signed: Greg Purvis, Wang Engineering

U.S. Department *'_ . Commander a3~ Crawford street
of Transportation 'r~~ ~`'" United States Coast Guam Portsmouth, Va. 23704-5004
5 'Q11 ° Atlantic Area Staff Symbol: (Aowb)
UnltCd $tatOS `~; ,_ Phone: (757)398-&422
Coast Guard
Mr. William D. Gilmore, P.E.
Manager, Project Development and Environmental
Analysis Branch
North Carolina Department of Transportation
1548 Mail Service Center
Raleigh, North Carolina 27699-1548
Dear Mr. Gilmore:
16590
15 FEB O1
Our Bridge Staffhas reviewed your plans and specifications dated July 3, 2000, for the
replacement of 14 bridges in 10 different counties of North Carolina.
All of the waterways involved in this project are considered navigable waterways of the United
States for Bridge Administration purposes. Must also meet the criteria for advance approval
waterway set forth in Title 33, Code of Federal Regulations, Section 115.70, at all of the bridge
sites. Advance approval waterways are those that are navigable in law, but not actually
navigated by other than small boats. In such cases, the Commandant of the Coast Guard has
given his advance approval to the construction of bridges across such waterways. The North
Carolina State projects include bridge #143 over Northeast Cape Fear River, bridge #26 over a
branch of the Newport River, bridge #16 over Merchants Mill Pond, bridge #30 over Green Mill
Run, bridge 42 over Neuse River, bridge #88 over Falling Creek, bridge #64 over Pungo Creek,
bridge #272 over Big Swamp, bridge #64 over Dog Branch, bridge #40 over Squires Run and
bridge #116 over Shaken Creek which all qualify for the Advance Approval category.
Accordingly, individual Coast Guard bridge permits will not be required for the new bridges
across these waterways.
The fact that a Coast Guard permit will not be required for these advance approval bridges, does
not relieve you of the responsibility for compliance with the requirements of any other Federal,
State, or local agency who may have jurisdiction over any aspect of these projects.
Sincerely,
.~--
i
ANN B. DEATON
Chief, Bridge Administration Office
By direction of the Commander
Fifth Coast Guard District

r ' `~~ ~;
w..
.^ .. -~ ~ .
IN REPLY REFER TO August ?, 2000 - .':~
-:'l
~~:
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON NORTH CAROLINA 28402 1890
Regulatory Division "°~~~ ~ ~~'
•, : :•;,
Action ID No. 200001525, 200001526, 200001527, 200001528, 200001529, 200001530,
200001531.
Mr. William D. Gilmore, P.E., Manager
Project Development & Environmental Analysis Branch
North Carolina Department of Transportation
1548 Mail Service Center
Raleigh, N.C. 27699-1548
Dear Mr. Gilmore:
Reference your letters dated June 7, 2000, June 28, 2000, and July 3, 2000
regarding the following proposed bridge replacement projects, including those of Group
XXVII:
1. TIP Project B-3449, Duplin County, Bridge No. 204 on SR 1827 over Northeast
Cape Fear River, Action ID 200001525.
2. TIP Project B-3626, Carteret County, Bridge No. 26 on SR 1154 over a branch
of the Newport River, Action ID 200001526.
3. TIP Project B-3884, Onslow County, Bridge No. 40 on SR 1308 over Squires
Run, Action ID 200001527.
4. TIP Project B-3887, Pender County, Bridge No. 116 on SR 1520 over Shaken
Creek, Action ID 200001528.
5. TIP Project B-3516, Scotland County, Bridge No. 59 on SR 1614 over Gum
Swamp Creek, Action ID 200001529.
6. TIP Project B-3515, Scotland County, Bridge No. 46 on SR 1612 over Big Shoe
Heel Creek, Action ID 200001530.
7. TIP Project B-3613, Bladen/Sampson County, Bridge No. 44 on NC 41 over
South River, Action ID 200001531.
Based on the information provided in the referenced letters, it appears that each
proposed bridge replacement project may impact jurisdictional wetlands. Department of
the Army (DA) permit authorization, pursuant to Section 404 of the Clean Water Act of
1977, as amended, will be required for the discharge of excavated or fill material in waters
of the United States or any adjacent wetlands in conjunction with these projects, including

disposal of construction debris. Specific permit requirements will depend on design of the
projects, extent of fill work within the waters of the United States, including wetlands,
construction methods, and other factors.
Although these projects may qualify as a Categorical Exclusion, to qualify for
nationwide permit authorization under NationwidePerYnit #23, the project planning
report should contain sufficient information to document that the proposed activity does
not have more than a minimal individual or cumulative impact on the aquatic
environment. Our experience has shown that replacing bridges with culverts often results
in sufficient adverse impacts to consider the work as having more than minimal impacts
on the aquatic environment. Accordingly, the following items need to be addressed in the
project planning report:
a The report should contain the amount of permanent and temporary impacts to
waters and wetlands as well as a description of the type of habitat that will be affected.
b. Off-site detours are always preferable to on-site (temporary) detours in wetlands.
If an on-site detour is the recommended action, justification should be provided. On-site
detours can cause permanent wetland impacts due to sediment consolidation resulting
from the on-site detour itself and associated heavy equipment. Substantial sediment
consolidation in wetland systems may in turn cause fragmentation of the wetland and
impair the ecological and hydrologic functions of the wetland. Thus, on-site detours
constructed in wetlands can result in more than minimal wetland impacts. These types of
wetland impacts will be considered as permanent wetland impacts.
For proposed projects and associated on-site detours that cause minimal losses of
wetlands, an approved wetland restoration plan will be required prior to issuance of a DA
nationwide or general permit. For proposed projects and associated on-site detours that
cause significant wetland losses, an individual DA permit and a mitigation proposal for
the unavoidable wetland impacts may be required.
In view of our concerns related to onsite detours constructed in wetlands, recent
field inspections were conducted at each of the proposed project sites and a cursory
determination was made on the potential for sediment consolidation due to an onsite
detour. Based on these inspections, potential for sediment consolidation in wetlands
exists at several of the proposed projects. Therefore, it is recommended that geotechnical
evaluations be conducted at each project site to estimate the magnitude of sediment
consolidation that can occur due to an on-site detour and the results be provided in the
project planning report.
2

Based on our field inspections, we strongly recommend that geotechnical evaluations be
conducted at the following proposed project sites:
1) TIP Project B-3626, Carteret County, Bridge No. 226 on. SR 1154 over a
branch of the Newport River, Action ID 200001526.
2) TIP Project B-3884, Onslow County, Bridge No. 40 on SR 1308 over
Squires Run, Action ID 200001527.
3) TIP Project B-3887, Pender County, Bridge No. 116 on SR 1520 over
Shaken Creek, Action ID 200001528.
4) TIP Project B-3516, Scotland County, Bridge No. 59 on SR 1614 over Gum
Swamp Creek, Action ID 200001529.
5) TIP Project B-3515, Scotland County, Bridge No. 46 on SR 1612 over Big
Shoe Heel Creek, Action ID 200001530.
c. Project commitments should include the removal of all temporary fills from
waters and wetlands and "time-of--year" restrictions on in-stream work if recommended
by the NC Wildlife Resources Commission. In addition, if undercutting is necessary for
temporary detours, the undercut material should be stockpiled to be used to restore the
site.
d. All restored areas should be planted with endemic vegetation including trees, if
appropriate.
e. The report should provide an estimate of the linear feet of new impacts to
streams resulting from construction of the project.
f. If a bridge is proposed to be replaced with a culvert, NCDOT must demonstrate
that the work will not result in more than minimal impacts on the aquatic environment,
specifically addressing the passage of aquatic life including anadromous fish. In addition,
the report should address the impacts that the culvert would have on recreational
navigation.
g. The report should discuss and recommend bridge demolition methods and shall
include the impacts of bridge demolition and debris removal in addition to the impacts of
constructing the bridge. The report should also incorporate the bridge demolition policy
recommendations pursuant to the NCDOT policy entitled "Bridge Demolition and
Removal in Waters of the United States" dated September 20, 1999.

Should you have any questions, please call Mr. David L. Timpy at the Wilmington
Field office at 910-251-4634.
Sincerely,

E. David Franklin
NCDOT Team Leader

~~
l r`
.•
Colonel James W. DeLonyr
District Engineer, Wilmington District
Department of the Army, Corps of Engineers
P. O. Box 1890
Wilmington, North Carolina 28402-1890
Attention Dave Timpv/Mike Bell
Dear Colonel DeI.ony:
Southeast Regional Office
9721 Executive Center Drive N
St. Petersburg, Florida 33702
UNITEO STATES DEPARTMENT OF COMMEiaCE
National Oceanic end Atmospheric Adminiatretlon
NATIONAL MARINE FISHERIES SERVICE
July 25, 2000
Please reference the July 3, 2000, letter (copy enclosed) from the North Carolina Department of
Transportation requesting National Marine Fisheries Service's (NMFS) comments on the proposed
replacement of eleven highway bridges in eastern North Carolina under the Federal Categorical
Exclusion (CE). The letter specifically addresses the potential impacts of demolition and removal
of the existing structure and other environmental concerns in the project areas. We have reviewed
the information provided with the letter and offer the following comments for consideration.
A. Anadromous Fishery Resources/Wetlands
Project No. 1 B-3449, Duplin County, Replace Bridge No. 204 on SR 1827 over the
Northeast Cape Fear River
Project No. 2 B-3612, Bertie.County, Replace Bridge No. 143 on SR 1123 over Branch of
Indian Creek
Project No. 4 B-3684, Pitt County, Replace Bridge No. 129 on SR 1565 over the Tar River
Project No. 5 B-3708, Washington/Martin Counties, Replace Bridge No. 66 on SR
1325/SR1583 over Welch Creek
Project No. 7 B-3712, Wayne County, Replace Bridge No. 88 on SR 1006 over Falling
Crxk
Project No. 8 B-3809, Beaufort County, Replace Bridge No. 64 on NC 99 over Pungo
Creek
Project No. 11 B-3887, Pender County, Replace Bridge No. 116 on SR 1520 over Shaken
Creek
The projects listed above span waters that support anadromous fishery resources for which the
NMFS is responsible. Anadromous fish species commonly found through the project area include
American shad (Alosa sapidissima), hickory shad (Alosa mediocris), blueback herring (Alos~~,,,,~
~f F
y~
d

uestivu/is), alewife (A/osa pse:~dohare-:gus), striped bass (Moro-:esaxati/is), and Atlantic sturgeon
(Acipenser o~vr•!»>-:chus). Each of the above project areas provide spawning and nursery habitat for
some subset of these anadromous species. Bridge demolition and construction can result in
sediment disturbing activities and discharges of highway construction materials and pollutants that
are detrimental to early life history stages of these species. In addition to habitat, wooded wetlands
within the project area provide water quality maintenance functions that are important for the
production of fishery resources in downstream waters. Any wetland losses associated with these
seven projects will add to the cumulative loss of wetlands that are detrimental to the continued
production of NMFS trust resources.
Therefore, in order to minimize adverse impacts to fisheries, we recommend that these projects not
be processed under the Federal CE unless the following conditions are incorporated:
"No construction or demolition activities shall be allowed in the water between February 15
and June 1 of any year." .
"Mitigation shall be provided for any unavoidable wetland losses."
In addition to the above, Project Nos. 1, 2, and 5 are located in river basins that support the
endangered shortnose sturgeon (Acipenser brevirostrum). Accordingly, we recommend coordination
with our Protected Resources Division at the letterhead address or at 727/570-5312.
B. Wetlands
Project No. 6 B-3711, Wayne County, Replace Bridge No. 42 on NC 111 over Neuse River
Overflow
Project No. 9 B-3810, Beaufort County, Repiace Bridge No. 272 on SR 1514 over Big
Swamp
Project No. 10 B-3884, Onslow County, Replace Bridge No. 40 on SR 1308 over Squires
Rua
Wooded wetlands within these project areas provide water quality maintenance functions that are
important for the continued production of fishery resources in downstream waters. Therefore, in
order to minimize adverse impacts to .fishery resources, we recommend that this work not be
processed under the Federal CE unless the following condition is incorporated:
"Mitigation shall be provided for any unavoidable wetland losses."
C. Estuarine Fishery Resources/Wetlands
Project No. 3 B-3626 Carteret County, Replace Bridge No.26 on SR 1154 over Branch of
Newport River

Wooded wetlands within the project area provide water quality maintenance functions that arc
important for the continued production ofestuarine dependent fishery resources. Therefore, in order
to minimize adverse impacts to estuarine resources, we recommend that this work not be processed
under the Federal CE unless the following condition is incorporated:
"Mitigation shall be provided for any unavoidable wetland losses."
Thank you for the opportunity to provide these comments. If we can be of further assistance, please
advise.
Sincerely,
Andreas Mager, Jr.
Assnstant Regional Administrator
Habitat Conservation Division
Enclosure
cc: FWS, ATLA, GA
FWS, Raleigh, NC
EPA, ATLA, GA
NCDENR, Raleigh, NC
NCDENR, Morehead City, NC
NCDOT, Raleigh, NC
F/SER4

United States Department of the Interior
FISH AND WILDLIFE SERVICE
Raleigh Field Office
Post Office Box 98726
Raleigh, North Carolina 27636-3726
,i'
July 25, 2000
Mr. William D. Gilmore, P.E., Manager
NCDOT
Project Development and Environmental Analysis Branch
1548 Mail Service Center
Raleigh, NC 27699-1548
Dear Mr. Gilmore:
Thank you for your July 3, 2000 request for information from the U.S. Fish and Wildlife Service
(Service) on the potential environmental impacts of fourteen proposed bridge replacements in
various counties in eastern North Carolina. This report provides scoping information and is
provided in accordance with provisions of the Fish and Wildlife Coordination Act (FWCA) (16
U.S.C. 661-667d) and Section 7 of the Endangered Species Act (ESA) of 1973, as amended (16
U.S.C. 1531-1543). This report also serves as initial scoping comments to federal and state
resource agencies for use in their permitting and/or certification processes for this project.
The North Carolina Department of Transportation (NCDOT) proposes to replace the following
bridge structures:
1. B-3449, Bridge No. 204 on SR 1827 over the Northeast Cape Fear River, Duplin County;
2. B-3612, Bridge No. 143 on SR 1123 over Branch of Indian Creek, Bertie County;
3. B-3626, Bridge No. 26 on SR 1154 over Branch of Newport River, Carteret County;
4. B-3640, Bridge No. 16 on SR 1400 over Merchants Mill Pond, Gates County;
5. B-3684, Bridge No. 129 on SR 1565 over the Tar River, Pitt County;
6. B-3685, Bridge No. 30 on SR 1703 over Green Mill Run, Greenville, Pitt County;
7. B-3708, Bridge No. 66 on SR 1325/SR 1583 over Welch Creek, Washington/Martin
Counties;
8. B-3711, Bridge No. 42 on NC 111 over the Neuse River Outflow, Wayne County;

9. B-3712, Bridge No. 88 over SR 1006, Falling Creek, Wayne County;
10. B-3809, Bridge No. 64 on NC 99 over Pungo Creek, Beaufort County;
11. B-3810, Bridge No. 272 on SR 1514 over Big Swamp, Beaufort County;
12. B-3871, Bridge No. 64 on SR 1001 over Dog Branch, Martin County;
13. B-3884, Bridge No. 40 on SR 1308 over Squires Run, Onslow County; and,
14. B-3887, Bridge No. 116 on SR 1520 over Shaken Creek, Pender County.
The following recommendations are provided to assist you in your planning process and to
facilitate a thorough and timely review of the project.
Generally, the Service recommends that wetland impacts be avoided and minimized to the
maximum extent practical as outlined in Section 404 (b)(1) of the Clean Water Act Amendments
of 1977. In regard to avoidance and minimization of impacts, we recommend that proposed
highway projects be aligned along or adjacent to existing roadways, utility corridors, or
previously developed areas in order to minimize habitat fiagmentation and encroachment. Areas
exhibiting high biodiversity or ecological value important to the watershed and region should be
avoided. Crossings of streams and associated wetland systems should use existing crossings
and/or occur on a structure wherever feasible. Where bridging is not feasible, culvert structures
that maintain natural water flows and hydraulic regimes without scouring, or impeding fish and
wildlife passage, should be employed. Highway shoulder and median widths should be reduced
through wetland areas. Roadway embankments and fill areas should be stabilized by using
appropriate erosion control devices and techniques. Wherever appropriate, construction in
sensitive areas should occur outside fish spawning and migratory bird nesting seasons.
The National Wetlands Inventory (NWI) maps of the Chinquapin, Grantham,Greenville SW,
Grimesland, Merchants Mill Pond, Newport, Old Ford, Ransomville, Richlands, SE Goldsboro,
Stag Park, Washington, Williamston, and Woodville 7.5 Minute Quadrangles show wetland
resources in the specific work areas. However, while the NWI maps are usefiil for providing an
overview of a given area, they should not be relied upon in licu of a detailed wetland delineation
by trained personnel using an acceptable wetland classification methodology. Therefore, in
addition to the above guidance, we recommend that the environmental documentation for this
project include the following in sufficient detail to facilitate a thorough review of the action.
1. The extent and acreage of waters of the U.S., including wetlands, that are to be impacted by
filling, dredging, clearing, ditching, or draining. Acres of wetland impact should be
differentiated by habitat type based on the wetland classification scheme of the National
Wetlands Inventory. Wetland boundaries should be determined by using the 1987 CoT
Wetlands Delineation Manual and verified by the U.S. Anriy Corps of Engineers (Corps).
2. If unavoidable wetland impacts are proposed, we recommend that every effort be made to

identify compensatory mitigation sites in advance. Project planning should include a detailed
compensatory mitigation plan for offsetting unavoidable wetland impacts. Opportunities to
protect mitigation azeas in perpetuity, preferably via conservation easement, should be
explored at the outset.
The enclosed lists identify the federally-listed endangered and threatened species, and Federal
Species of Concern (FSC) that are_known to occur in Beaufort, Bertie, Carteret, Duplin, Gates,
Martin, Onslow, Pender, Pitt, Washington, and Wayne Counties. The Service recommends that
habitat requirements for the listed species be compazed with the available habitats at the
respective project sites. If suitable habitat is present within the action area of the project,
biological surveys for the listed species should be performed. Environmental documentation that
includes survey methodologies, results, and NCDOT's recommendations based on those results,
should be provided to this office for review and comment.
FSC's are those plant and animal species for which the Service remains concerned, but further
biological research and field study are needed to resolve the conservation status of these taxa.
Although FSC's receive no statutory protection under the ESA, we would encourage the NCDOT
to be alert to their potential presence, and to make every reasonable effort'to conserve them if
found. The North Carolina Natural Heritage Program should be contacted for information on
species under state protection.
The Service appreciates the opportunity to comment on this project. Please continue to advise us
during the progression of the planning process, including your official determination of the
impacts of this project. If you have any questions regarding these comments, please contact Tom
McCartney at 919-856-4520, ext. 32.
Sincerely,
~.~~~,~
Dr. Garland B. Pardue
Ecological Services Supervisor
Enclosures
cc:
COE, Washington, NC (Michael Bell)
COE, Wilmington, NC (David Timpy)
NCDWQ, Raleigh, NC (John Hennessey)
NCDNR, Northside, NC (David Cox)
FHWA, Raleigh, NC (Nicholas Graft
EPA, Atlanta, GA (Ted Bisterfield)
FWS/R4:TMcCartney:TM:07/24/00:919/856-4520 extension 32:\14brdgs.vaz

`' N~nh Carolina Wildlife Resources Commission C~
Chines R FuUwrood.F~teeuciae Director
TO: Stacy Norris, PE
Project Engineer, NCDOT
FROM: David Cox, Highway Project for
Habitat Conservation Pm
DATE: June 8, 2001
SUBJEC'I~: NCDOT Bridge ReplacemenU in Dnplitt, Berge. Carteret, Gates, Pitt, Wayne,
Beaufort. Martin. Ortslow, and Pender counties of North Carolina. TIP Nos.
B-3449, 8-3612, 8-367b, B-3640, B-3684, B-3685, B-3711. B-3712, 8-3809, B-
3810, I3-3871, B-3884, old H-3887.
Biologists with the N. C. Wildlife Resouttixs Commission (NCWRC) !rave reviewed the
information provided and have tho following preliminary comments on the subject project. Our
comments are provided in accordance with of the National Environmental Policy Act
(42 U.S.C. 4332(2xc)) and the Fish sad Wi 'f~Coordination Act (48 Stat. 401, as amended; 16
U.S.C. cifil-G67t1).
On bridge replacement projects of this scope our standard recommendations arc as
follows:
1. We generally prcfCr spannin structttros. Spttmiag structures usually do not reyuire
work within the stream and ~ not require stt+eam channel realignment. The horizontal
and vertical clematxxs provided bybddga allows forlnmtan and wildlife passage
benrath the stntctttrc, doer not block fish pasattge, and doer tat block navigation by
canoeists and boaters.
2. fridge deck drains should not discharge dhbatly into tta stream.
3. i,ivc concrote should not be allowed to contact the water in or entering into the stream.
4. 1f possible, bridge supports (bents) should not be placed in the stream.
5. If tentpt~rary access roads ar dtdows are constructed, they should be t emovet! back to
original gmursj elevstions ialtaediatsly upon the cotn~letion of the projoct. Disturbed
iatisas sheuW tx srrded ar mulched to atabiiise the soil and native tree species should
be planted with a cpaciag of not more than 10'x ! 0'. if possible. when usu-g temporary
Mailing Adrhe~s: Divisi~in of Inland Fisheries • 1721 Mail Service Center • RslciKh, NC 27695-_I721
T¢lephotle: [phone] est. 2s1 • Rz [phone]

Bridge Memo
June 8, 2001
structures the area should be elear+ed but not grubbed. Clenring the area with chain
saws, mowers, bush-hogs, or other mechanized egtdpment aad leaving the stumps and
root mat intact. allows the area to revegetate naturally and minimi~.es disturbed soil.
6. A cicar bank (riprap free) area of at least 10 feet should remain on each side of the
steam underneath the bridge.
7. (n trout waters. the N.C. Wildlife Resounes Commission reviews all U.S. Army
Corps of Engineers nationwide and general `404' permits. We have the option of
requesting additional measures to protect trout and trout habitat said we can
recommend that the project ~ro as individual '404' pemtit.
8. In streams that contain threatened or endangered species, NCDOT biologist Mr. Tim
Savidge should be notified. Special measures to protect these sensitive species may be
required. NCDOT should also contact the U.S. Fish and Wildlife Service for
information on requirements of the Endangered Species Act as it relates to the project.
9. In streams that are used by anadromous fish, the NCDOT official policy entitled
"Svcam Crossing Guidelines for Anadmmous Fish Passage (May 12, 1997)" should
be followed.
10. !n areas with significant IIsheries for suniish, seasonal exclusions may also be
recommended.
11. Sedimentation and erosion control measures suf>6eient to protect aquatic resources
must be implemented prior to any gi~und disturbing activities. Structures should be
maintained regularly, especially following rainfall events.
12. Tcm~orary or permanent herbaeoous vegetation should be planted on all ban soi(
withrn 1 S days of ground dishubiag activities to provide long-term erosion control.
13. All work in yr adjacent to stream waters should be conducted in s dry work area.
Sandbags, rock berms, cofferdattas, ar odor diversion structures should be used
where possible to prevent excavation is Dowitt~ water.
14. Heavy equipment should be operated $+om the bade rather than in stream channels in
order to minimize sedimeritaboa and redutx the likelihood of introducing other
pollutants into streams.
1 S. Only clean. sediment-flroe soak ahottld be aced as tempot~ary fill (causeways). and
should be removed without excessive distttrbaoce of the natural stream bottom when
construction is completed.
16. During subsurface investigations. et]ttipment ahodd be inspected daily and
maintained to prevent contatntmtzon of surface watws from leaking fuels, lubricants,
hydraulic fluids, ~ other toxin materials.
1 f corrugated metal pipe ar~ehea, rednforeed concrete pipes, or concrete box culverts are
used:
The culvert must be designed to allow for Ssb passage. Generally. this means that the
eulvart or pipe invert is busied u least 1 foot below rho natural streatn bed. if
multiple cells are required the second snd/or third cells should be placed so that their

Bridgc Mcmo
June 8, 2001
bottoms arc at stream bankfrtl stage (similar to Lyonsfield design). This could be
accomplished by constructing a low sill on the upstream end of the other cells that
will divot low flows to another cell. Tlria will allow suiTicient water depth in the
culvcrl or pipe during normal Mows to acconttnodate fish movements. If culverts are
long, notched baffles should be placed itt neiaforced concrete box culverts at 1 S foot
intervals to allow for the collection of sedixneata in the culvert, to reduce flow
velocities, and to provide resting places for fish and other aquatic organisms moving
through the structure.
2. If multiple pipes or cells arc used, at least one pipe or box should be designed to
rcntain dry during normal flows to allow for wildlife passage.
3. Culverts or pipes should be sihteted so that no channel realignment or widening is
required. Widening of the tttteata channel at the itilet or outld ol'atructures usually
causes a decrease in water velocity eanaing sediment deposition that will rcyuin future
mainturance.
4. Riprap should not be placed on the arrests bed.
in most cases, we prefer the replacement ofthe existing structure at the same location
with road closure. tf road closmr is not feapble~ a temporary detour should be designed and
located to avoid wetland impacts, mitt~e the need for clewing and to avoid destabi 1i~ing
steam banks. If the structure will be on a new alig the old structure should be removed
and thr approach fills removed from the 100-year flloiin. Approach fills should be removed
down to the natural gmnnd clavation. The ae+ea should be stabilized with grass and planted with
native tr+ec species. If the area that is wed war pt+twiously wetlands, NGnOT should restore
the area to wetlands. If succesafitl, the site tray be used as wetland mitigation for the subject
project or other projects in the watershed.
1'rojct:t specific comments:
t . B-3449 - Duplin County -Bridgc No. 204 Duet Northeast Cape Fear River. Uuc to the
potential for anadromous fish st t>tis location, NCDOT should closely follow the "Stream
Croxstns C}uidelines for Aawdromow Fish Passage". phis includes an in-water work
moratorium from lrcbrttary 1 to June 1S for ate where there is the potential for Shottnoac
sturgeon, an endangered species. We request that High Qwiity Seduncntation and Erosion
Control Mcasura be used due to the ~esance ofHQW waters.
2. D-3612 - B~tic Cotutty -Bridge No. 143 over a btranch of Indian Creek. Deu to the potential
for anadromous fish at this location, NCDOT should eloseiy follow the "Stream Crossing
Guidelines for Anadronnous Fish Pa~sge". This includes ap in-wauer work moratorium from
February l S to Jtute t S. We are trot avare of airy threstened of etdangered species in the
project vicinity. NCDO? should be swam that NCWRC~has designated NCWRC gamelauds
to the vicinity of this bridge. Impacts to gamelaad ps+apaties should be avoided.
3. B-3G26 -Carteret County -Bridge No. 26 over a branch of the New Port River. Standard
comments apply. We are not aware of any thrt~tened of endangered species in the project
vicinty.
4. 13-3ti40 -Gates County -Bridge No.16 over Me'a Milt Pond. Standard comments
apply. We are not 8ware of any threatened of endangered species in the project vicinity.

•,
Bridge Mcmo 4 June R, 2001
5. B-3G84 Pitt County -Bridge No. 129 over Tar River. Due to the potential for unadromous
fish at this location, NCDOT should closely follow the "Stream Crossing Guidelines for
Anadromous Fish Passage". 'this includes en in-water work moratorium from February 1 S to
Junc 1 S. We arc not aware ofany threatened of endangered species in the project vicinity.
Stancitud comme~~ts apply.
6. B-3G85 - i'itt County -Bridge No. 30 over Green Mill Run. Due to the potential for
anadromous fish at this location, NCDO? should closely follow the "Stream Crossing
Guidelines for Anadromous Fish Paasagc". This includes an in-water work moratorium from
February 15 to tune 1 S. We are not aware of any threatened of endangered species in the
project vicinity. Standard comments apply.
7. 8-3711 -Wayne Couttry - Bridge No. 42 over the Neuse River Ovcttlow. Duc to the
potential for anadromous fish at this location, NCDOT should closely follow the "Stream
Cressittg Guidelines for Anadromous Fish Passage". This inchtdes art in-water work
moratorium from February 1S to June 1 S. We aro not aware of any threatened of endangered
species in the project vicinity. Standard comments apply.
8. B-3712 • Wayne County - Dridge No 88 over Falling Creek. Standard comments apply. We
are not aware of any threatened of endangered species in the project vicinity.
9. B-3809 - Beaufort County -Bridge No. 64 over Pango Creek. Duc to the potential fur
anadromous fish at this location, NCDOT should closely follow the "Stream Crossing
Guidelines for Madromous Fich Passage". This includes an in-water work moratorium from
February 1 S to Junc 1 S. We are not aware of any threatened of endangered species in the
project vicinity. Standard comments spply.
10. B-3810 - Beaufort County -Bridge No. 272 over Big Swamp. Standard comments apply.
We are not aware of any threatened of endangered species in the project vicinity.
11. D-387 i -Martin County - Bridge No. 64 over Dog Bunch. Due to the potential for
anadromous fish at t'hic location NCDOT should closely follow the "Stream Crossing
Guidelines for Anadromous Fish Passage". This incituies an in-water work moratorium from
February l S to June 1 S. We are not aware of any threatened of endangered species in the
project vicinity. Standard coai:aeats apply.
12. B-3884 Onslow County -Bridge No. 40 over Squires Run. Due to the potential for
anadmmotis fish i<t this location, NCDOT should closely follow the "Stream Crossing
Guidelines for Anadromous Fish Paswge". This includes an in-water work moratorium from
February 1 S to June 1 S. We are not aware of say tinditened of endangered species in the
protec: vicitity. Standard eoittmeats apply.
13.8-3887 Pander County -Bridge No.116 Duet Shaken Creek. Due to the potential for
anadromous tish at this location, NCDOT should closely follow the "Stream Crossing
Guidelines for Anadromous Fish Papttge". This includes as in-water work moratorium from
February I S to Junc l S. We are sot aware of any threatened of endangered species in the
protect vicinity. Standard comments apply.
We request that NCDOT routinely minimize adverse icapacts to fish and wildlife
resources in the vicinity of bridge replacements. The NGDOT should install and maintain
sedimentation control measures throughout the lift of the project and prevent wet coticrctc from
contacting water in err entering into these streams. Replacement o!'bndger with spanning
structures of some type. as opposed to pipe or box culverts, is recommended in most cases.

Bridge Mcmo S lone 8, 2001
Spanning structures allow wildlife passage along stt~eambanks, reducing habitat fragmentation
and vehicle relatccl mortality at highway crossings.
If you need further assistance or information on NCWRC concerns regarding bridge
replacements, Please contact me at [phone]. Thank you for the opportunity to review and
comment on these projects.

e,,, STAT[ ~~
r
i
4 1
• ..
7or,~•
~~
~.;':

North Carolina Department of Cultural Resources
James B. Hunt Jr., Governor Division of Archives and History
Betty Ray McCain, Secretary kffrey J. Crow, Director
December ?0, ?000
MEMORANDUM
To: William D. Gilmore. P.E., Manager
Project Development and Environmental Analysis Branch
~-~..
1~'rom: David Brook ~°s) ~~
Deputy State Histo Preservation Officer
Re: Replace Bridge No. 26 on SR 1154 over Branch of Newport River,
B-3626, Carteret County, ER 01-7086
Thank you for your memo of July 3, 2000, concerning the above project.
We have conducted a review of the project and are aware of no properties of
architectural, historic, or archaeological significance which would be affected by
the project. Therefore, we have no comment on the project as currently proposed.
The above comments are made pursuant to Section 106 of the National Historic
Preservation Act and the Advisory Council on Historic Preservation's Regulations
for Compliance with Section 106 codified at 36 CFR Part 800.
Thank you for your cooperation and consideration. If you have questions
concerning the above comment, contact Renee Gledhill-Earley, Environmental
Review Coordinator, at 919/733-4763.
DB:kgc
109 East Jones Street • Raleigh, North Carolina 2760]-2807 g~

3 ~
Federal Aid #BRSTP-1154(2) T!P #B-3626 Corrnry: Carteret
CONCURRENCE FORM FOR PROPERTIES NOT ELIGIBLE FOR THE NATIONAL
REGISTER OF HISTORIC PLACES
Project Description: Replace Bride No. 26 on SR 1154 over branch of Newport River
On September 21, 2000, representatives ofthe
North Carolina Department of Transportation (NCDO'I)
Federal Highway Administration (FHWA)
North Carolina State Historic Preservation Office (SHPO)
Reviewed the subject project at
a scoping meeting
photograph review session/consultation
other
All parties present agreed
there arc no properties over fifty years old within the project's area of potential effect.
there are no properties less than fifty years old which are considered to meet Criterion
Consideration G within the project's area of potential effect.
there are properties over fifty years old (list attached) within the project's area of potential effect,
but based on the historical information available and the photographs of each property, properties
identified as are considered not eligible for the National
Register and no firrther evaluation of them is necessary.
[~ there are no National Register-listed properties located within the project's area of potential effect
Signed:
~r
t~l ~ a ~I 'Dd.
Representative, CDO Date
FHWA, for the Division Administrator, or other Federal Agency Date
Z/
Rep tacive, S Date
7 ~G'
State Historic Preservation Officer ' Date
If a survey report is prepared, a fatal copy of this form and the attached list will be included.

~ 4•, -. v.
Dr. David K. Lenker, Jr.
Superintendent
akes The
~ ~ - d,•
~~
~~~_ ~. ~~
Cfi' ~~ - coo
Carteret County Schools
Jane R. Alexander Carteret County Board of Education
Aasistane superintendent p,0. Box 600, Beaufort, NC 28516-0600
John A. wetmecs, Jr. 252-728-4583 / 252-728-3028 FAX
Assistant Superintendent httpJ/www.Clis.com/CCS/
Roger Newby
Chairman
Kim Willis
Vice Chairman
June Fulcher
Mike Hodges
Cathy Neagle
Ellen Piner
Arnold Stone
July 21, 2000
Mr. wlliam D. Gilmore, P.E., Manager
Project Development and Ernironmental
Analysis Branch
RE: Number of Buses Crossing Bridge X26 on SR 1154 ~- ~ _
Dear Mr. Gilmore:
_..
,. " ,
During a regular school day, our system would have four to six buses crossing this particular
bridge. Route plans at this time call for these buses to Moss four times daily. This would mean
that we k~uld have from 16 to 24 txossings per day. This would affect four or possibly five of our
schools. Keep in mind that all routes are subject to change at anytime during the school year
from year to year, which means the number of buses, and schools could vary.
The only options that we would have without this bridge would be to bring all buses through
Havelock. This change would add considerable time and mileage to each bus route thus making
the studerrts board their bus much earlier. The number of days that wrs would need to do this
could also have an affect on our operating budget for that year.
There might tie one possible solution to our bus routing problems. ff the bridge r~uld be
scheduled for replatcemer~t during our slunrrler break, it would affect very few if arty of our buses.
If I can be of further assistance, please t~ntact my office at 252-728-4726.
Siru~erely,
John A. Barbour
Transportation Dir+ek~or
Carteret County Schools
MLSSION
THE MISSION of the Carteret County Schools is to graduate aU atudents, prepared to be productive citlzeas.

Wetland Rating Worksheet
Projectname~;'-~ "_ ' S - ~~-~ , ~b~ '.^ ~T Nearest road ' ' -"
County,~~a r" ~~~ Name of Evaluator.A c.~c:,+. !/ !1t ~- •~~ ~ Date >i , ~~ :',•'
Wetland location Adjacent land use (within 1/2 mile upstream)
_ on pond or lake forested/naiural vegetation " _
on perennial stream agriculture, urban/suburban '' !~
_ on intermittent stream impervious surface
_ within interstream divide
_ other
Soil Series ~?~?,--r~yil iy~~~~,r~.~ ,~~~ r„•!
_ predominantly organic-humus,
muck, or peat
predominantly mineral- non-sandy
_ predominantly sandy
Hydraulic Factors
_ steep topography
_ ditched or channelized
,;wetland width >/= 50 feet
Dominant Vegetation
/"
-, ,
_-,.
(3) ;, -
Flooding and Wetness
_ semipermanently to permanently flooded
or inundated
seasonally flooded or inundated
~termittently flooded or temporary
surface water
_ no evidence of flooding or surface water
Wetland Type (select one)
_ Bottomland hardwood forest _ Pine savanna
,,,~ Headwater forest _ Freshwater marsh
~wamp forest _ Bog/fen
_ Wet flaz _ Ephemeral wetland
_ Pocosin _ Other
'The rating system cannot be applied to salt or brackish marshes
water storage .~ * 4 =
Bank/Shoreline stabilization * 4 = %'! Total score
Pollutant removal ~'~ * 5 = ''' .'•=~
Wildlife habitat .'~_ * 2 = I'~
Aquatic life value * 4 =
Recrcation/Education ~' * 1 =
Add I point if in sensitive watershed and > l0% nonpoint disturbance within IR mile upstream

r r
DATA FORM
ROUTINE WETLAND DETERMINATION
(198.7 COE Wetlands Delineation Manual)
Project/Site: ~ ' 3 ~ .~ 6 Ca rtr~~ f C.o 4 •~ -` - Date: ~ l U 3 / U I
Applicant/Owner: /~/C ,U' G~ I County: ~ ~. •-
Investlgator. /4~~•-•~ !~' Lt ~ ~:~Y • r ~= State: fr/C,
Do Norma! Circumstances exist on the site? cis' No Community ID: ,~'.;,; .%~~
Is the site significantly disturbed (Atypical Situation? Yes ~ Transact ID: .~;-~ ;
Is the area a potential Problem Ares? Yes Plot ID: ~ ~ ~ -•
(if needed, explain on reverse
VEGi= i'ATION
Dominant Plant Species ~ J
~QI Dominant Plant Species ~t Indicator
r
2.I~Ic,{u~ n lc.~tC,-o'~~f~ ~± t flC 10.

6. ~~.,n.: ,< , cc..-vl; , . N Lt PL ter.
~. ~s.
8. 16.
Pereerrt of Dominant Spedss that an OBL. FACW err r•
~ /
y
~
FAC (excluding FAC-1 ,
,•ti
..
Remarks: r
,
,
i
~` L~ -! .l!... ~ I/~
.~ ~~ ./`l.. .. ~ ~ -.. t .. r
, i. r .. ~7 l
HYDROLOGY
-Recorded Data (Deserd~e in Remarks: Wetland Hydrology Indicators:
-Stream, Lake or Tide Gauge Primary Indicators:
Aerial PhotogrsPhs -~+ndsted
- +Saduated in Upper 12 Inches
other
Available
N
R
d D
t
d Wmr Marks
-
o
ecor
e
a
a Ddb ~~
• -Sediment Deposits
_Orainage Patterns in Wetland:
Reid Observedons: Secondary Indicator 12 or more requiredl:
r+
~ ~ = -Oxidized Root Channels in Upper 12 Inches
Depth of Surface Water.
- pn.l Water-Stained Leaves

Depth to Free Water in Pit: (in.l Local Soil Survey Data
_FAC-Neutral Test
Depth to Saturated Soil: f' ` 'j (in.l -Other IExpiain in Remarks)
Remarks:

SOILS
Map Unit Name. f
~
~
-
'
`
`•
(Series and Phase!:
•
- , , ~.
.-
_ ~ ; '; Drainage Ctass:
'
Feld Observstions
Taxonomy (Subgroup!: ~ ~ ' ~ Confirm Mapped Type; Yes Nol
Profiia Descriotion•
Depth Matrix Color Mottle Colors Mottle Texttrro. Concrctions.
(inelres! orizon ~f1A ~nsell Moist! fMunsell Moistf AbundancelContrast Structure. etc.
c~- ~~ ~ - ,~ ~i ~ ~ -sl6 - S ~ ~ ~ - ~'

Hydrae Soil Indicators:
_ Histosol _ Concretions '
_ Histie Epipedon _ High Organic Content in Surface layer in Sandy Sogs
Sulfidic Odor _ Organic Stnsking in Ssndy Sons
_ Aquae Moisten Regime _ Listed on Loeat Hydric So~7s List
_ Reducing Conditions _ Listed on National Hydrae Sogs List
aleyed or Low-C}uoma Ceiors _ Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytie Vegetation Present?
Wetland Hydrology Preserrc7
Hydric Sags Present?
Remarks:
Yes ~ (Circle) (Garde!
Yes ~.~
Yes to Is this Sampling Point Within a Wetland? Yes ~,r1'Ic~ '
Approved by HQUSACE 2/92
u n

f
DATA FORM
ROUTINE WETLAND DE~'ERMINATION
(1957 COE Wetlands DeUneatian Manuail
ProjectlSite• ~ - S b ~ 6 ~~ ~f~ fc~• f ~ °i~~: Date: ~ /, ~~ / D ~
ApplicantlOwner: /irC `BUT County: C c r' ff rr= -'`
Investigator. ~ r.~4 ~ it /L1 s .• i .-~ ~1- ,r ~~ State: ///' C.-
Do Normal Circumstances exist on the site? Ye No Community ID: G~,r-''f~~- lx•~
Is the site significantly disturbed (Atypical Situation)? Yea Transact ID: ~(.4 U3
Is the area a potential Problem Area? Yes Plot ID: 1,/F ' /~~~,:1
(If Headed. explain on reverse
VEGETATION
Dominant Rant Species ~ Jpdestor pominsnt Plant Soeriez ;i~rsuim deator

Z, ~aci9o/; 4 Vi rt i7ic ,~ 1
~
~~CGdt
10.

4. 12.
~ /' i ~ ~ G rcc ;~n~ . , ., _
5.~ S F/~ C I~ 13.
7-
7. 15.
8. CG ~-~-~ ~,~~a~ ~ 16.
Pereartt of Dominant Species that an 08L. FACW or ], ~~
FAC (excluding FAC•)
Remark::
•, i
umae~ec:v
Recorded Data (Desaibe in Remarks): Wetland Hydrdogy Irtcleators:
-Stream. Lake or Tide Gauge ~"r1~
Aerial phomgraphs ~Sattusad in Upper 12 inches
~~
J~No Recorded Oaa Available Water Marks -
_p~ Lines
_Sedimertt Deposits
Orsirage Patterns in Wetlands
Field 06servedons: Sec dsry Irrdieators (2 or more required!:
//--~~
`lJ ~Oxid'izad Root Channels in Upper 12 lnehes
I~,1
De of Surface Water:
P~ ~VNater-Stained Leaves
Depth to Flee Wear in Pk: (in.l _Lota1 Sod Survey Data
FAC-Neutral Tast
Depth to Saturated Sod: ~`_(in.! _
-Other tF.xplain in Remarks)
Remarks:

SOILS
Map Unit Name. / ~ ;
/~ ~ ` ` ~ , /
M y , C ~ • ! J ;., ~
G
(Series and Phase): Drainage Gass: V i
~ ~:
Feid Observations
Taxonomy (Subgroupl: L tea''" ~ - ~-~ ~' ~° - Confirm MaPPed TYPe: Yea ~iNo
L~ r:.. ..
Profile Descriotion•
Depth Matrix Color
Mottle Colon Mottle Texture, Conrxeilons,
jjnehesl Horizon iMunsell Moistl tMunsell Moistl Abundance/Contrast StrLCturc. etc.
C~+ ~ 0 `if's ~ /~~ .,i- ,- ; .~ ~ ..,~

Hydrie SoA Indicators:
_ Histosoi _ Concrcdons
_ Hisilc Epipedon _ High Organic Content in Surface layer in Sandy Sons
~ Suilidie Odor _ Organic Streaking in Sandy Sails
Aquic Moistarrc Regime ~ Woad on Local Hydrie Soaks List
?Reducing Con~tions _ Usted on National Hydric Soils Ust
Gfeyed or Low-Ciuoma Cobra _ Othu (Explain in Ramsrks!
Remarks:

WETLAND DETERMINATION
Hydrophyilc Vpetailon Present? No (Clydel
Wetland Hydrology Preserrt7 Y No
Hydrie Sails Pnserrt7 U No
Remarks:
(Cirdel
Is this Sampling Poirtt Within a Weiland? ~ Na
Approved by HQUSACE 2/92
HJL
:zia~
,.

DCM % DWG %
Development Type FEE (14300 1601 435100093 1625 62531 (24300 1602 435100095 2341
I. Private, non-commercial
development that does not involve $250 100% ($250) 0% ($0)
the filling or excavation of any I
wetlands or open water areas:

II. Public or commercial development ,,.
il~+++>~
that does not involve the filling or $400 100% ($400) 0% ($0)
excavation of any wetlands or open
water areas: ,
III. For development that involves the
filling and/or excavation of up to 1
acre o(wetlands and/or open water
areas, determine i(A, B, C, or D
below applies:
III(A). For Private, non-commercial
development, If General water Duality $250 100% ($250) 0% (SO)
Certification No.3301 (see attached)
can be applied: ,
III(B): For public or commercial
development, if General water puality $400 100% (5400) 0% ($0)
Certification No.3301 (see attached)
can be applied:
III(C). If General Water Quality
Certification No. 3301 (see attached)
could be applied, but DCM staff
determined that additional review and Sa00 60% (5240) 40 % ($160)
written DWC) concurtence is needed
because of concerns related to water
quality or aquatic life:
III(D). If General Water Quality
Certification No. 3301 (see attached) 5400 60% ($240) 40% (5160)
can not be applied:
IV. For development that involves
the filling and/or excavation of more 5475 60% (5265) 40% (5190)
than one acre of wetlands and/or
open water areas:

DIVISION OF COASTAL MANAGEMENT
"ww~~iI~NVESTIGATION REPORT
I. APPLICANT'S NAME: North Carolina Department of Transportation
2. LOCATION OF PROJECT SITE: Bridge No. 26 Crossing Deep Creek, on SR 1154 in
Carteret County
Photo Index - 2000: 564 grid M-10 1995: 554 grid L-7
State Plane Coordinates: x: 2652000 y: 381400 GPS: Rover File # X072621A
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 5/28/2004
Was Agent Present -Yes (Michael Turchy)
5. PROCESSING PROCEDURE: Application Received as Complete- 7/27/2004
Office -Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan -Carteret County
Land Classification from LUP -Transition & Conservation
(B) AEC(s) Involved: PTA and PTS
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - N/A
Planned - N/A
(F) Type of Structures: Existing - SR 1154 and 53-foot long by 24-foot wide bridge
Planned - SR 1154 and 90-foot long by 39-foot wide bridge
(G) Estimated Annual Rate of Erosion: N/A Source: N/A
7. HABITAT DESCRIPTION: [AREA]
F.rn.~~~.~tnrl Filled Other
(A) 404 Type Wetlands 0.492 acres 0.386 acres 0.324 acres Mechanized
Clearing
is to
810 sq. It.
~
(C) Public Trust Area -Shallow ihon
Bottom Shading 525 sq. ft.
(D)Other -High Ground Approximately 0.61
acres (In roadway and
shoulders
(D) Total CAMA AEC Disturbed: approx. 0.137 acres Shading and Buffer Impacts
(E) Total area disturbed by project: Approximately 1.84 acres
(F) Primary Nursery Area: No
(G) Water Classification: C
(H) Open for Shellfishing: No
8. PROJECT SUMMARY: The N.C. Department of Transportation is proposing to replace the
existing 53-foot long by 24-foot wide timber and concrete bridge over Deep Creek with a 90-foot
long cored slab concrete bridge spanning Deep Creek and the adjacent floodplain.

FIELD INVESTIGATION REPORT
NC DOT - B-3626, Bridge No. 26 over Deep Creek, Carteret County
PAGE 2
9. PROJECT DESCRIPTION:
The site of this proposal is Bridge No. 26 on SR 1154, 1.1 miles southeast of Newport at the crossing
of Deep Creek, in Carteret County. The general purpose of the project is to replace the deteriorated
53-foot long by 24-foot wide timber and concrete bridge with an 90-foot long by 39-foot wide
concrete cored slab bridge Spanning Deep Creek and the adjacent floodplain, to allow safer driving
conditions for the traveling public.
Bridge No. 26 crosses Deep Creek 0.3 miles north of its confluence with the Newport River. The
bridge crossing Deep Creek is flanked with 404 type wetlands. Creek width at the crossing is
approximately 35 feet. Vertical clearance between the water and bridge bottom is approximately 2.5
feet. An approximately 1500-foot long by 60-foot wide causeway was constructed through wetlands
on Masontown Mucky loam soils when the bridge was constructed. The Cypress-Gum Swamp
Wetland area exists immediately adjacent to Deep Creek and consists of Bald Cypress, Black Gum,
Tupelo Gum, Wax Myrtle, Greenbriar, Carex and Netted Chain Fern. Approximate elevations on the
site range between 0 feet and 6 feet above Normal High Water (NHW). No evidence of SAV beds
was noted. The North Carolina Division of Water Quality classifies waters of Deep Creek as C at the
project site. Deep Creek is not classified as Primary Nursery Area, as designated by the North
Carolina Division of Marine Fisheries, at this site. The project area is within CAMA Areas of
Environmental Concern and is designated as Transition and Conservation by the Carteret County
Land Ilse Plan.
The proposal is to replace the existing 53-foot long by 24-foot wide timber and concrete bridge
with a 90-foot long by 39-foot wide cored slab concrete bridge on the existing alignment. Phased
construction will be utilized ,building one half of the bridge at a time and maintaining one lane
open to traffic, to avoid requiring an on-site detour. The proposed bridge would have a vertical
clearance equal to the existing bridge (approximately 2.5 feet). The bridge is being widened from
24 feet to 39 feet to more closely correspond to the 10 foot paved travel lanes and 7-14 foot
grassed shoulders of SR 1154 and to facilitate the proposed phased construction. NC DOT Best
Management Practices would be used for Bridge Demolition and Design Standards for Sensitive
Watersheds would be used for erosion control. The NCWRC and USFWS have requested an in
water moratorium from Feb 15 to June 30 of each year, including areas inundated at the project
site with connectivity to the subject stream crossing.

FIELD INVESTIGATION REPORT
NC DOT - B-3626, Bridge No. 26 over Decp Creek, Carteret County
PAGE 3
10. ANTICIPATED IMPACTS:
As proposed, the construction of the bridge approaches with 3:1 slopes would require the filling of
approximately 0.386 acres of 404 type wetlands and approximately 0.61 acres of impacts to high
ground. To maintain the existing roadside ditch profile that would be filled by expanding the road
shoulders, approximately 0.492 acres of 404 type wetlands would be excavated. The proposed
Method III Clearing, 10 feet outside construction limits, would disturb approximately 0.324 acres of
404 type Wetlands adjacent to the road shoulders. The additional width of the bridge would cause
approximately 525 square feet of additional shading impacts to Public Trust Waters AEC. A minimal
disturbance of the creek bottom is expected when driving or vibrating the pre-stressed concrete piles
for the bent in the stream.
NC DOT has reduced the fill in wetlands that would have occurred in raising the causeway and
widening the bridge by eliminating the proposed on site detour and using Phased construction with
no on-site detour and using 3:1 shoulder slopes. NC DOT has committed to dropping no materials
from the bridge demolition in the water and to using top down constriction to minimize impacts.
The NC DOT has proposed to use Best Management Practices for the protection of Surface Waters.
NC DOT has committed to cutting off at the mud line or removing the pilings from the existing
bridge and the previous bridge formerly crossing Deep Creek just north of the existing bridge.
NC DOT would be impacting approximately 1.202 acres of 404 type wetlands caused by the
permanent bridge in this proposal and has requested to debit the EEP to offset these impacts.
The collective disturbance area for the project is Approximately 1.84 acres
Bill Arrington
July 29, 2004
Morehead City

Form DCM-MP-1
t ~,'
APPLICATION JUL
1 9 2004
(To be completed by all applicants) Moreh~ J
~~ city acM
b. City, town, community or landmark
1. APPLICANT Newport
c. Street address or secondary road number
SR 1154, Next to Prison Camp
a. Landowner.
d. Is proposed work within city limits or planning
Name N. C. Department of Transportation jurisdiction? Yes X No
Address 1548 Mail Service Center e. Name of body of water nearest project (e.g. river,
creek, sound, bay)New Port River
City Raleigh State NC
Zip 27699-1548 Day Phone [phone]. DESCRIPTION AND PLANNED USE
Fax [phone] OF PROPOSED PROJECT
b. Authorized Agent:
a. List all development activities you propose (e.g.
Name Gregory J. Thorpe, Ph.D. building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Address 1598 Mail Service Center Replace Bride No 26 over Deep Creek
City Raleigh State
Zip 27699 Day Phone [phone]
Fax
c. Project name (if any) TIP B-3626
NOTE: Permit will be issued in name of landowner(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County:Carteret
b. Is the proposed activity maintenance of an existing
project, new work, or both? Both
c. Will the project be for public, private or commercial
use? Public
Give a brief description of purpose, use, methods of
construction and daily operations of proposed project. If
more space is needed, please attach additional pages.
Replace Bridee No. 26 over Deen Creek. Phase
construction, maintaining half of existing bridge during
construction. See attached drawings for impacts.

4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract Approximately 2 acres
b. Size of individual lot(s) N/A
c. Approximate elevation of tract above MHW or NWL
0-6.29'
d. Soil type(s) and texture(s) of tract
Masontown mucky loam /sandy loam
e. Vegetation on tract Swamp tupelo, black gum, bald
cypress, giant cane, greenbriar, various sedges, rush,
netted chain fern, pickeral weed.
Man-made features now on tract
Roadway and bridge
g. What is the CAMA Land Use Plan land classification
of the site? (Consult the local land use plan.)
X Conservation X Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach zoning compliance certificate, if applicable)
Has a professional archaeological assessment been
done for the tract? X Yes No
If yes, by whom? NCDOT
k. Is the project located in a National Registered
Historic District or does it involve a National Register
listed or eligible property?
Yes X No
Are there wetlands on the site? X Yes No
Coastal (marsh) Other
If yes, has a delineation been conducted? Yes
(Attach documentation, ifavailable)
m. Describe existing wastewater treatment facilities.
n. Describe location and type of discharges to waters of
the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.) surface runoff
o. Describe existing drinking water supply source.
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then forward
a copy of the deed or other instrument under which the
owner claims title, plus written permission from the
owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11" white paper. (Refer to Coasta]
Resources Commission Rule 71.0203 for a detailed
description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of Engineers
regarding that agency's use of larger drawings.) A site
or location map is a part of plat requirements and it
must be sufficiently detailed to guide agency personnel
unfamiliar with the area to
the site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
•A Stormwater Certification, if one is necessary.
Revised 03/95

Form DCM-MP-1
•A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats by
certified mail. Such landowners must be advised that
they have 30 days in which to submit comments on the
proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name
Address
Phone
Name
Address
Phone
Name
Address
Phone
See attached list
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
• A check for $400 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to 10)
If the project involves the expenditure of public funds
or use of public lands, attach a statement documenting
compliance with the North Carolina Environmental
Policy Act.
6. CERTIFICATION AND PERMISSION
j ~ ~..
~~ i,~.
;_J ~..;;_.. J
.~
J y `~~~
JUL 1 9 7QQ4
I PP derstand that p~p~~~~e~~o this
a lication will alto' ~,` on a eve n ed in
the application. The project will be subject to conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am autho>Fized to grant, and do in fact, grant
permission to representatives of state and federal review
agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the .~ day of ~/'c,~X~, Tray
Print Name Q
Signature _
owner or Authorized Agent
Please indicate attachments pertaining to your proposed
project.
X DCM MP-2 Excavation and Fill Information
DCM MP-3 Upland Development
DCM MP-4 Structures Information
X DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.
TO ENTER ON LAND

Form DC)!~I-MP-S
BRIDGES AND
CULVERTS
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all other
sections of the Joint Application that relate to this
proposed project.
1. BRIDGES
g. Length of proposed bridge 90'
h. Width of proposed bridge 39'
i. Height of proposed bridge above wetlands
Same as existing
j. Will the proposed bridge affect existing water flow?
Yes X No
If yes, explain
a. Public X Private
b. Type of bridge (construction material)
Concrete & Steel "Cored Slab"
c. Water body to be crossed by bridge
Deep Creek
d. Water depth at the proposed crossing at MLW or 6.5'_
e. Will proposed bridge replace an existing bridge?
X Yes No
If yes,
(1) Length of existing bridge 52.5'
(2) Width of existing bridge 23.4'
(3) Navigation clearance underneath existing
bridge 2.5 feet
(4) Will all, or a part of, the existing bridge be
removed? (Explain)
Yes, All
f. Will proposed bridge replace an existing culvert(s)?
Yes X No
If yes,
(1) Length of existing culvert
(2) Width of existing culvert
(3) Height of the top of the existing culvert above
the MHW or NWL
(4) Will all, or a part of, the existing culvert be
removed? (Explain)
k. Navigation clearance underneath proposed bridge
2.5 feet
Will the proposed bridge affect navigation by
reducing or increasing the existing navigable
opening? X Yes No
If yes, explain The new structure will be wider
spanning a larger portion of the flood plain thus
improving hydraulic capacity during flood events.
m. Will the proposed bridge cross wetlands containing
no navigable waters? Yes X No
If yes, explain
n. Have you contacted the U.S. Coast Guard concerning
their approval?
Yes X No
If yes, please provide record of their action.
2. CULVERTS N/A
a. Water body in which culvert is to be placed
b. Number of culverts proposed
Revised 03/95
c. Type of culvert (construction material, style)
d. Will proposed culvert replace an existing bridge?

Form DCR4-MP-5
Yes No
~, ~ r~ ,
J~J!._ ~ 9 2044
If yes, ~iic~l`,E'il:;c;,;~~ Clt~'DVhe placement of the proposed bridge or culvert
(1) Length of existing bridge require any excavation within:
(2) Width of existing bridge Coastal Wetlands SAVs X Other
(3) Navigation clearance underneath existing
bridge
(4) Will all, or a part of, the existing bridge be
removed? (Explain)
e. Will proposed culvert replace an existing culvert?
Yes No
If yes,
(1) Length of existing culvert
(2) Width of existing culvert
(3) Height of the top of the existing culvert above
the MHW or NWL
(4) Will all, or a part of, the existing culvert be
removed? (Explain)
f. Length of proposed culvert
g. Width of proposed culvert
h. Height of the top of the proposed culvert above the
MHW or NWL
Wetlands
If yes,
(1) Length of area to be excavated
same as above
(2) Width of area to be excavated
same as aboce
(3) Amount of material to be excavated in cubic
yards same as above
c. Will the placement of the proposed bridge or culvert
require any highground excavation?
X Yes No
If yes,
(l) Length of area to be excavated 50'
(2) Width of area to be excavated 52'
(3) Amount of material to be excavated in cubic
yards 190
d. If the placement of the bridge or culvert involves any
excavation, please complete the following:
(1) Location of the spoil disposal area
(2) Dimensions of spoil disposal area
i. Will the proposed culvert affect existing water flow? N/A
Yes No (3) Do you claim title to the disposal area?
If yes, explain Yes X No
If no, attach a letter granting permission from
the owner.
j. Will the proposed culvert affect existing navigation (4) Will the disposal area be available for future
potential? Yes No maintenance? Yes X No
If yes, explain (5) Does the disposal area include any coastal
wetlands (marsh), SAVs, or other wetlands?
Yes X No
If yes, give dimensions if different from (2)
above.
(6) Does the disposal area include any area below
the MHW or NWL? Yes X No
3. EXCAVATION AND FILL If yes, give dimension if different from No. 2
above.
a. Will the placement of the proposed bridge or culvert e. Will the placement of the proposed bridge or culvert
require any excavation below the MHW or NWL? result in any fill (other than excavated material
X Yes No described in Item d. above) to be placed below MHW
If yes, or NWL? X Yes No
(1) Length of area to be excavated 1080' If yes,
(2) Width of area to be excavated 20' (1) Length of area to be filled 620'
(3) Depth of area to be excavated 3' (2) Width of area to be filled average •of 10-20
(4) Amount of material to be excavated in cubic feeder side
yards 1430

Form DCM~=MP-5
~(3) Purpose of fill Support roadway (in existing
canals)
f. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed within:
Coastal Wetlands SAVs X Other
Wetlands If yes,
(1) Length of area to be filled same as above
(2) Width of area to be filled same as above
(3) Purpose of fill support roadway
g. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed on
highground? Yes X No
If yes,
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill
4. GENERAL
a. Will the proposed project involve any mitigation?
X Yes No
If yes, explain in detail
EEP will handle all mitigation
b. Will the proposed project require the relocation of
any existing utility lines? X Yes No
If yes, explain in detail after project is complete,
utilities will be replaced using a directional bore method-
no impacts to wetlands.
c. Will the proposed project require the construction of
any temporary detour structures?
Yes X No
If yes, explain in detail
d. Will the proposed project require any work channels?
Yes X No
If yes, complete Form DCM-MP-2
e. How will excavated or fill material be kept on site
and erosion controlled? NCDOT High Quality
Waters Erosion Control Methods will be used
f. What type of construction equipment will be used
(for example, dragline, backhoe or hydraulic dredge)?
Heave highway construction equipment
g. Will wetlands be crossed in transporting equipment
to project site? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
h. Will the placement of the proposed bridge or culvert
require any shoreline stabilization?
X Yes No
If yes, explain in detail Comers of bridge abutments
see plan-view.
.lJc~r
Applicantoject Name
~.
• lure
~~3~~
Date
Revised 03/95

~-_
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43
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OVER DEEP CREEK
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O2 BERT P. JUSTICE P.O. Box 615
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DEPARTMENT OF HIGHWAYS
CARTERET COUNTY
8.2161001 i8-3626)
BRIDGE N0.26
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OVER DEEP CREEK
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DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON. NORTH CAROLINA 28402-1890
REPLY TO
ATTENTION OF:
August 25, 2004
Regulatory Division
Action ID Nos. 200411590
Dr. Gregory J. Thorpe, Ph.D.
Environmental Management Director, PDEA
North Carolina Department of Transportation
1548 Mail Service Center
Raleigh, North Carolina 27699-1548
Dear Dr. Thorpe:
~NF7LAI~US i 401 GROUR
AUG 2 ~~ 2.004
~NATER QUALITY S~CTI01~
Reference your application of July 13, 2004, for Department of the Army (DA)
Nationwide Permit No. 23 authorization to discharge fill material within waters of the United
States, causing adverse impacts to Deep Creek and adjacent wetlands in Carteret County, North
Carolina. The purpose of the project is to replace Bridge No. 26 across Deep Creek on State
Road 1154.
The proposed work would cause the loss of 1.20 acres of riverine wetlands adjacent to
Deep Creek. These wetlands are characterized as a deep organic, standing water, cypress-gum
swamp and are considered to be a high quality aquatic resource. These wetlands filter sediments
and nutrients from Deep Creek and provide very important functions for fish and wildlife. The
placement of the additional fill for the causeway will reduce the flows and circulation patterns of
floodwaters and the capacity of the wetlands to store them.
Based on the information you have submitted, and our knowledge of this site, we have
determined that the proposed project would produce more than minimal aquatic impacts, which
does not comply with the Nationwide permit conditions. Accordingly, if you desire to pursue
DA permit authorization, you have the option of either applying for an individual DA permit, or
modifying your present proposal to reduce impacts. We strongly encourage you to consider
avoiding as much of this resource as possible.

Any questions regarding this correspondence may be directed to Mr. Michael Bell,
NCDOT Coordinator/Regulatory Project Manager at the Washington Regulatory Field Office,
telephone [phone], extension 26.
Sincerely,
E. David Franklin
Chief, NCDOT Team
Copies Furnished:
Mr. John Hennessy
Division of Water Quality
North Carolina Department of Environment
and Natural Resources
Wetlands Section
1650 Mail Service Center
Raleigh, North Carolina 27699-1621
Mr. Doug Huggett
Division of Coastal Management
1638 Mail Service Center
Raleigh, North Carolina 27699-1638
Mr. Travis Wilson
Highway Coordinator
North Carolina Wildlife Resources
Commission
1142 I-85 Service Road
Raleigh, North Carolina 27699-1650
Mr. Bill Arrington
North Carolina Division of Coastal
Management
2877 Highway 70
Beaufort, North Carolina 28516
National Marine Fisheries Service
Pivers Island
Beaufort, North Carolina 28516
Mr. Ronald Mikulak, Chief
Wetlands Protection Section -Region IV
Water Management Division
U.S. Environmental Protection Agency
61 Forsyth Street
Atlanta, Georgia 30303
Mr. Pete Benjamin
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh North Carolina 27636-3726
2

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
September 15, 2004
NC Division of Water Quality
Transportation Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
ATTN: Mr. John Hennessy
NCDOT Coordinator
LYNDO TIPPETT
SECRIs'I'ARY
WETLANDS / 401 GROUP
OFF` ~ E~ ?004
WATER QUALITY SECTION
SUBJECT: Response to the § 401 Water Quality Certification (DWQ Project
No. 041175) requesting more information, TIP No. B-3626.
Dear Sir:
On July 13, 2004, the NCDOT requested an Individual § 401 Water Quality
Certification for the subject project. The NCDOT is in receipt of a letter from your
office dated August 2, 2004, copy attached for your convenience, placing the project
on hold for the following reasons:
NCDWQ Deficiency: The application indicates that compensatory mitigation for the
project will be supplied by the NC Ecosystem Enhancement Program (EEP).
However, no letter from EEP is supplied that agrees to accept the mitigation. Please
provide a letter from EEP that indicates that they will provide the required mitigation.
NCDOT Response: NCDOT received EEP's acceptance to provide compensatory
mitigation for B-3626 on August 5, 2004. The acceptance letter is attached to this
document.
NCDOT requests that the "on hold" status be lifted and that processing of the § 401
Water Quality Certification resume as soon as possible. If you have any questions or
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: [phone] TRANSPORTATION BUILDING
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1 SOUTH WILMINGTON STREET
1548 MAIL SERVICE CENTER WEBSITE: WWW.NCDOT.ORG RALEIGH NC
RALEIGH NC 27699-1548

would like additional information, please contact Mr. Michael Turchy of my staff at
[phone].
Sincerely,
~,, ~~_ "
f. Gregory .Thorpe, Ph.D.
~ Environmental Management Director
Project Development and Environmental Analysis Branch
Cc:
Mr. John Hennessy, DWQ, Raleigh (seven copies)
Ms. Cathy Brittingham, NCDCM
Mr. Mike Bell, USACE, Washington
Mr. Travis Wilson, NCWRC
Mr. Gary Jordan, USFWS
Mr. Ron Sechler, NMFS
Mr. Mike Street, NCDMF
Mr. David Chang, P.E., Hydraulics
Mr. Greg Perfetti, P.E., Structure Design
Mr. C. E. Lassiter, P.E., Division 2
Mr. Jay Johnson, DEO, Division 2
Mr. Jay Bennett, P.E., Roadway Design
Mr. Omar Sultan, Programming and TIP
Mr. Art McMillan, P.E., Highway Design
Mr. Mark Staley, Roadside Environmental
Ms. Beth Harmon, EEP
Ms. Stacy Baldwin, PE, PDEA Planning Engineer

North Carolina
Michael F. Easley, Governor
August 5, 2004
Mr. Gregory J. Thorpe, Ph.D., Manager,
Project Development and Environmental Analysis Branch
North Carolina Department of Transportation
1548 Mail Service Center
Raleigh, NC 27699-1548
Dear Dr. Thorpe:
RECEIVED
~. ~..cUr
AUG 5 20
DIVISION Of HIGHWAYS
FICE OF NATURAL ENVIRONMENT
William G. Ross Jr., Secretary
Subject: Project: Bridge 26 over a Branch of the Newport River
TIP Number: B-3626, Carteret County
The purpose of this letter is to notify you that the Ecosystem Enhancement Program
(EEP) will provide compensation for the subject project. Based on the information supplied by
you in a letter dated July 24, 2003, the impacts are located in CU 3020106 of the White Oak
River Basin in the Southern Outer Coastal Plain Eco-Region, and are as follows:
Riverine Wetland Impacts: 1.20 acres
As stated in your letter, the subject project is listed in Exhibit 2 of the Memorandum of
Agreement among the North Carolina Department of Environment and Natural Resources, the
North Carolina Department of Transportation, and the U. S. Army Corps of Engineers,
Wilmington District dated July 22, 2003. The ecosystem enhancement for the subject project
will be provided in accordance with Section IX, EEP Transition Period, of this agreement.
If you have any questions or need additional information, please contact Ms. Beth
Harmon at 919-715-1929.
Q~
~~~
NCDENR
Department of Environment and Natural
Sincerely,
~~~
William D. Gilmore, P.E.
Transition Manager
cc: Michael Bell, USACE-Washington
John Hennessy, Division of Water Quality, Wetlands/401 Unit
File: B-3626
NC DENR Ecosystem Enhancement Program One
1652 Mail Service Center, Raleigh, North Carolina 27699-1652 NorthCarolina
Phone: [phone] FAX: [phone] Internet: h2o.enr.state.nc,us/wrp/ ~aturallt~

. ..
e~~
~~_
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Ecosystem Enhancement
Michael F. Easley, Governor William G. Ross Jr., Secretary
August 5, 2004
Mr. Michael Bell
US Army Corps of Engineers
Raleigh Regulatory Field Office
Post Office Box 1000
Washington, North Carolina 27789-1000
Dear Mr. Bell:
Project: Bridge 26 over a Branch of the Newport River, SR 1154
TIP #: B-3626
County: Carteret, White Oak River Basin, CU 3020106
Eco-Region: Southern Outer Coastal Plain
The purpose of this letter is to notify you that the Ecosystem Enhancement Program
(EEP) will provide 12.0 acres of riverine wetland preservation as compensatory mitigation at a
10:1 ratio for the 1.20 acres of unavoidable riverine wetland impacts of the subject project. The
preservation site that will be debited for this mitigation is:
NE Cape Fear Wells Tract (Pender County) 12.0 acres
The subject TIP project is listed in Exhibit 2 of the Memorandum of Agreement among
the North Carolina Department of Environment and Natural Resources, the North Carolina
Department of Transportation, and the U. S. Army Corps of Engineers, Wilmington District
dated July 22, 2003. The compensatory mitigation for the project will be provided in accordance
with Section IX, EEP Transition Period, of the Agreement.
If you have any questions or need additional information, please contact Ms. Beth
Harmon at [phone].
Sincerely,
~~,~ ~
William D. Gilmore, P.E.
Transition Manager
cc: Phil Harris; Office of Natural Environment, NCDOT
John Hennessy, Division of Water Quality, Wetlands/401 Unit
File: B-3626
1652 Mail Service Center, Raleigh, North Carolina 27699-1652
Phone: [phone] FAX: [phone]
An Equal Opportunity \ Affirmative Action Employer

~ ~~~~
~~
_~__.
_.__ _
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
August 2, 2004
William G.
Alan W. h
>~tM ~ ~~~
.~ ~ ~,,;g
Dr. Gregory J. Thorpe, PhD, Manager ~ p
Planning and Environmental Branch ~ `n~. G'1V,~1~ p
North Carolina Department of Transportation ~`v~`~ t',, ~4,~~t. ,~
1548 Mail Service Center ,.,~:,,lr-,,. I,,~~~~iA~,)
Raleigh, North Carolina, 27699-1548 !.~~;~~.•''
Re: Permit Application for proposed Replacement of Bridge No. 26 over Deep Creek on SR 1154 in Carteret
county
DWQ No. 041175, TIP No. B-3626
Dear Dr. Thorpe:
The Division of Water Quality has reviewed your submittal fora 401 Water Quality Certification for the
aforementioned project. Review of your application revealed it lacking necessary information required for making
an informed permit decision. The permit application was deficient in the following areas:
• The application indicates that compensatory mitigation for the project will be supplied by the NC Ecosystem
Enhancement Program (EEP). However, no letter from EEP is supplied that agrees to accept the mitigation.
Please provide a letter from EEP that indicates that they will provide the required mitigation.
Therefore, pursuant to 15A NCAC 2H .0507(a)(5), we will have to place the permit application on hold until we are
supplied the necessary information. Furthermore, until the information is received by the NC Division of Water
Quality, we request (by copy of this letter) that the US Army Corps of Engineers place the permit application on
hold.
Hopefully, we can work together to expedite the processing of your permit application. If you have any questions or
require additional information, please contact John Hennessy at 919-733-5694.
Sincerely,
;%
i~~ F ~
r_ - ~-
'Alan W. rmek, .E.
Director
cc: DWQ Wilmington Regional Office
US Army Corps of Engineers Wilmington Field Office
File Copy
C:\nedot\TIP B-3626\correspondence\041 175hlctdoc
Transportation Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699.1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone] /Internet: http;//hh~.cnr.stat~,nc_us/ncwctl:uid>
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
RECEIVED
sEP s 200
~~~~
'DEA~OFFCE OF N+11UAi1lENY~OI~Nf
NorthCarolina
~aturallr~

win r~; y 11 7S
~~_
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charl@S S. Jones, Director William G. Ross Jr., Secretary
July 30, 2004
MEMORANDUM:
TO: Mr. John R. Dorney
Environmental Biological Supervisor
Division of Water Quality
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Applicatipn Review
Applicant: NC Department of Transportation
WET(~gN65 / 4Q1 GROUP
AUG 0, 2 2004
WarG~ ~ua~~~Y SECrioN
Project Location: Carteret County: Bridge # 26 Crossing Deep Creek, on SR 1154.
Proposed Project: The applicant proposes to replace the existing 53' x 24' timber and concrete bridge
over Deep Creek with a 90' cored slab concrete bridge spanning Deep Creek and
the adjacent floodplain.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
August 20,2004. If you have any questions regarding the proposed project, please contact Bill Arrington at
[phone]. When appropriate, in-depth comments with supporting data are requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
agency obj ects to the proj ect for reasons described in the attached comments.
._,
SIGNED DATE ~ Z ~ Q "~`~'
151-B Hw . 4, Hestron Plaza II, Morehead City, N rth Carolina 28557
one: 252-80 8081 FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper

e~~
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
August 2, 2004
Dr. Gregory J. Thorpe, PhD, Manager
Planning and Environmental Branch
North Carolina Department of Transportation
1548 Mail Service Center
Raleigh, North Carolina, 27699-1548
Re: Permit Application for proposed Replacement of Bridge No. 26 over Deep Creek on SR 1154 in Carteret
County
DWQ No. 041175, TIP No. B-3626
Dear Dr. Thorpe:
The Division of Water Quality has reviewed your submittal fora 401 `Water Quality Certification for the
aforementioned project. Review of your application revealed it lacking necessary information required for making
an informed permit decision. The permit application was deficient in the following areas:
• The application indicates that compensatory mitigation for the project will be supplied by the NC Ecosystem
Enhancement Program (EEP). However, no letter from EEP is supplied that agrees to accept the mitigation.
Please provide a letter from EEP that indicates that they will provide the required mitigation.
Therefore, pursuant to 15A NCAC 2H .0507(a)(5), we will have to place the permit application on hold until we are
supplied the necessary information. Furthermore, until the information is received by the NC Division of Water
Quality, we request (by copy of this letter) that the US Army Corps of Engineers place the permit application on
hold.
Hopefully, we can work together to expedite the processing of your permit application. If you have any questions or
require additional information, please contact John Hennessy at 919-733-5694.
/Sirrcer ly,
/ - ~ i
;~ ? t.. L ~~~s771~[
/ Alan W. tmek, .E.
Director
cc: DWQ Wilmington Regional Office
US Army Corps of Engineers Wilmington Field Office
File Copy
C:\ncdot\TIP II-3626\corcespondence\041175h1d.doc
Transportation Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699.1650 One
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 NorthCaTOlina
Phone: [phone] /FAX [phone] /Internet: hno:/m2o.enr.state.nc.us/ncwetlands ~~~~~~ //~
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper "

~ ~{1~7s
Michael F. Easley, Governor
William G. Ross Jr., Secretary
August 5, 2004
Mr. Michael Bell WETLANDS / 401 GROUP
US Army Corps of Engineers
Raleigh Regulatory Field Office
Post Office Box 1000 AUG O 9.2(104
Washington, North Carolina 27789-1000 WATER
QUALITY SECTION
Dear Mr. Bell:
Project: Bridge 26 over a Branch of the Newport River, SR 1154
TIP #: B-3626
e~~
~~_
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Ecosystem Enhancement
County: Carteret, White Oak River Basin, CU 3020106
Eco-Region: Southern Outer Coastal Plain
The purpose of this letter is to notify you that the Ecosystem Enhancement Program
(EEP) will provide 12.0 acres of riverine wetland preservation as compensatory mitigation at a
10:1 ratio for the 1.20 acres of unavoidable riverine wetland impacts of the subject project. The
preservation site that will be debited for this mitigation is:
NE Cape Fear Wells Tract (Pender County) 12.0 acres
The subject TIP project is listed in Exhibit 2 of the Memorandum of Agreement among
the North Carolina Department of Environment and Natural Resources, the North Carolina
Department of Transportation, and the U. S. Army Corps of Engineers, Wilmington District
dated July 22, 2003. The compensatory mitigation for the project will be provided in accordance
with Section IX, EEP Transition Period, of the Agreement.
If you have any questions or need additional information, please contact Ms. Beth
Harmon at [phone].
Sincerely,

William D. Gilmore, P.E.
Transition Manager
cc: Phil Harris, Office of Natural Environment, NCDOT
John Hennessy, Division of Water Quality, Wetlands/401 Unit
File: B-3626
1652 Mail Service Center, Raleigh, North Carolina 27699-1652
Phone: [phone] FAX: [phone]
An Equal Opportunity \ Affirmative Action Employer

~~
~~~~
NCDENR
North Carolina Department of Environment and
Michael F, Easley, Governor
August 5, 2004
Mr. Gregory J. Thorpe, Ph.D., Manager,
Project Development and Environmental Analysis Branch
North Carolina Department of Transportation
1548 Mail Service Center
Raleigh, NC 27699-1548
Dear Dr. Thorpe:
William G. Ross Jr., Secretary
Subject: Project: Bridge 26 over a Branch of the Newport River
TIP Number: B-3626, Carteret County
The purpose of this letter is to notify you that the Ecosystem Enhancement Program
(EEP) will provide compensation for the subject project. Based on the information supplied by
you in a letter dated July 24, 2003, the impacts are located in CU 3020106 of the White Oak
River Basin in the Southern Outer Coastal Plain Eco-Region, and are as follows:
Riverine Wetland Impacts: 1.20 acres
As stated in your letter, the subject project is listed in Exhibit 2 of the Memorandum of
Agreement among the North Carolina Department of Environment and Natural Resources, the
North Carolina Department of Transportation, and the U. S. Army Corps of Engineers,
Wilmington District dated July 22, 2003. The ecosystem enhancement for the subject project
will be provided in accordance with Section IX, EEP Transition Period, of this agreement.
If you have any questions or need additional information, please contact Ms. Beth
Harmon at 919-715-1929.
Sincerely,
William D. Gilmore, P.E.
Transition Manager
cc: Michael Bell, USACE-Washington
John I~ennessy, Division of Water Quality, Wetlands/401 Unit
File: B-3626
NC DENR Ecosystem Enhancement Program One
1652 Mail Service Center, Raleigh, North Carolina 27699-1652 NorthCarolina
Phone: [phone] FAX: [phone] Internet: h2o.enr.state.nc.us/wrp/ ~alfu~+~"~
Natural Resources

08-~5-'~4 15:48 FF30M-DENIM-EEP 9197152219 T-412 P07 U-87~
Michael F. Easley, Governor
Mr. Michael Bell
US Army Corps of Engineers
Raleigh Regulatory Field Office
Past Q~fice Box 1000
Washington, North Carolina 27789-1000
Dear Mr. Bell:
~~~
~~.~~
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Ecosystem Enhancement
o~i~~S
Project: Bridge 26 over a Branch of the Newport River, SR 1154
T1F #; B-3626
County: Carteret, White Qak River Basin, CU 3020106
Eco-Region: Southern Outer Coastal Plain
The purpose of this letter is to notify you that the Ecosystem Enhancement Program
(EEP) will provide 12.0 acres of riverine wetland preservation as compensatory mitigation at a
10:1 ratio for the 1.20 acres afunavoidable tyvezine wetland impacts of the subject project. The
preservation site that will be debited for this mitigation is:
NE Cape l+ear Wells Tract (Fender County) 12.0 acres
The subject TIP project is listed in Exhibit ? of the Memorandum of Agreement among
the North Carolina Department of Environment and Natural Resources, the North Carolina
Department of Transportation, and the U. S, Army Gorps of Engineers, Wilmington District
dated July 22, 2003. The compensatory mitigation for the project will be provided in accordance
with Section 1X, EEP Transition Period, of the Agreement.
Yf you have any questions or need additional information, please contact Ms. Beth
T-Iarmon at [phone].
Sincerely,
~~,~
William D. Gilmore, P.E.
Transition Manager
cc: Phil Harris, Office of Natural Environment, NCDQT
John Hennessy, Division of Water Quality, Vlretlands/401 Unit
pile; $-3626
1fi52 Mail Service Center, Raleigh, North Carolina 27699-1652
Phone' 919-715-14131 FAX: [phone]
An Equal Opportunity \ Affirmative Action Employer
William G. Ross Jr,, Secretary
August S, 2004
AUG-5-2004 THU 14:25 TEL: [phone] NAME:DWQ-WETLANDS P. 7