20140022 Ver 1_More Info Received_20140107

Applicant's Stated Purpose
The purpose for this State Project No. 17BP.3.R.26 is to preserve the mobility and safety of the
traveling public by replacing the existing 59 -year old structurally deficient bridges that can no
longer be addressed by maintenance activities. Bridge No. 16 is a 3 -span timber bridge, 25.4 feet
wide by 52.6 feet long. Bridge No. 20 is a 3 -span timber bridge, 25.3 feet wide by 52.4 feet long._
They span Honey Island Swamp on paved NC 211.
Project Description
The replacement structure for Bridge No. 16 will consist of a single span 45" concrete girder
bridge approximately 80 feet long and 34.25 feet wide. The replacement structure for Bridge No.
20 will consist of a single span 45" concrete girder bridge approximately 85 feet long and 34.25
feet wide. These bridge lengths are based on final design information and were set by hydraulic
requirements. The bridges will be of sufficient width to provide for two 12 -foot lanes. The low
chord (height over water surface) of each new structure will be at approximately the same
elevation as the existing low chord.
Summary of Impacts
Waters of the U.S.: Proposed permanent impacts to jurisdictional areas total 0.97 acre. The
impacts are as follows: 0.463 acre of fill is located in forested wetlands, 0.095 acre of fill is
located in herbaceous wetlands due to the proposed roadway alignment, and 0.23 acre of fill is
due to sloughing which may occur in the wetlands adjacent to the undercut operations. In
addition, there is 0.02 acre of permanent mechanized clearing in wetlands at the bridges and
along the roadway and 0.16 acre of mechanized clearing in wetlands adjacent the area of
undercutting.
Proposed temporary impacts to jurisdictional areas total 0.08 acre. The impacts are as follows:
0.08 acre of hand clearing at the bridges and along the roadway. All underground and aerial
utilities in conflict with the proposed construction will be directionally bored prior to
construction.
Avoidance and Minimization
The applicant has suggested the following list of avoidance and minimization measures:
No staging of construction equipment or storage of construction supplies will be allowed in
wetlands or near surface waters.
• The project was designed to avoid or minimize disturbance to aquatic life movements by use
of single span bridges.
NCDOT will minimize long -term water quality impacts through the use of the most recent
Best Management Practices for Protection of Surface Waters.
2
1

d
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
PAT MCCRORY
GOVERNOR
February 28, 2014
U. S. Army Corps of Engineers
Regulatory Field Office
69 Darlington Ave.
Wilmington, NC 28403
Attn: Mr. Brad Shaver
USACE NCDOT Division 3 Coordinator
Dear Sir:
ANTHONY J.TATA
SECRETARY
,yam MAR 0 Z 2014
ANNIMMOW
Subject: Application for an Individual Section 404 Permit, and Individual Section 401 Water
Quality Certification for the replacement of Bridge Nos. 16 and 20 on NC 211 over
Honey Island Swamp in Brunswick County. WBS Element No. 17BP.3.R.26. This
application also includes the Preliminary Jurisdictional Determination Request Form.
The North Carolina Department of Transportation ( NCDOT), Division of Highways, proposes to
construct Bridge Nos. 16 and 20 on NC 211 over the Honey Island Swamp. The project is
approximately 0.474 miles in length.
The purpose of this letter is to request approval for a Section 404 Individual Permit, and an
Individual Section 401 Water Quality Certification. In addition to this cover letter and ENG Form
4345, this application package includes permit drawings, on -site wetland restoration drawings, half
size roadway plans, Preliminary Jurisdictional Determination request form, USACE jurisdictional
forms, and NCDWR stream forms.
If you have any questions or need additional information please contact me at (919) 878 -9560 or
aburnette @rkk.com.
Sincerely,
444-1 &".*
Audrey Burnette
RK &K - Project Engineer
cc list: Karen Fussell, Division Engineer - NCDOT
Amanda Glynn, Division Bridge Program Manager - NCDOT
Stoney Mathis, Division Environmental Officer - NCDOT

1.0 Purpose and Need
The purpose for this State Project No. 17BP.3.R.26 is to preserve the mobility and safety of the
traveling public by replacing the existing 59 -year old structurally deficient bridges that can no longer
be addressed by maintenance activities. Bridge No. 16 is a 3 -span timber bridge, 25.4 feet wide by
52.6 feet long. Bridge No. 20 is a 3 -span timber bridge, 25.3 feet wide by 52.4 feet long. They span
Honey Island Swamp on paved NC 211. The underground telecommunication and fiber optic cables
will be relocated aerial onto the joint use power poles.
2.0 Project Description
The replacement structure for Bridge No. 16 will consist of a single span 45" concrete girder bridge
approximately 80 feet long and 34.25 feet wide. The replacement structure for Bridge No. 20 will
consist of a single span 45" concrete girder bridge approximately 85 feet long and 34.25 feet wide.
These bridge lengths are based on final design information and were set by hydraulic requirements.
The bridges will be of sufficient width'to provide for two 12 -foot lanes with offsets varying from 4.1
feet to 5.0 feet on Bridge No. 20 with 0.06 super elevations across the bridge and 4 -foot offsets on
Bridge No. 16 on each side in normal crown. The low chord of each new structure will be at
approximately the same elevation as the existing low chord. The land use adjacent the swamp is
primarily forest and game land. The basin character is Coastal Plain Rural.
3.0 Summary of Impacts
Waters of the U.S.: Proposed permanent impacts to jurisdictional areas total 0.97 acres. The impacts
are as follows: 0.463 acres of fill is located in forested wetlands, 0.095 acres of fill is located in
herbaceous wetlands due to the proposed roadway alignment, and 0.23 acres of fill is due to
sloughing which may occur in the wetlands adjacent, to the undercut operations. In addition, there is
0.02 acres of permanent mechanized clearing in wetlands at the bridges and along the roadway and
0.16 acres of mechanized clearing in wetlands adjacent the area of undercutting.
Proposed temporary impacts to jurisdictional areas total 0.08 acres. The impacts are as follows: 0.08
acres of hand clearing at the bridges and along the roadway. All underground and aerial utilities in
conflict with the proposed construction will be directionally bored prior to construction.
4.0 Summary of Mitigation
The proposed construction of Bridge Nos. 16 and 20 over Honey Island Swamp will permanently
impact 0.97 acres of jurisdictional riparian wetlands that will require mitigation. The unavoidable
impacts to jurisdictional riparian wetlands will be offset by mitigation provided by NCDOT through
on -site restoration (replacement of the Riverine Swamp Forest community). A total of 1.29 acres of
Riverine Swamp Forest community will be restored on -site.

5.0 Project Schedule
Construction phasing of this project will begin with utility relocations then bridge replacement. The
existing bridge will remain in service during the construction of the replacement bridges. The on-
site mitigation work will begin upon completion of the bridge replacements. Permit drawings are
attached. The Construction Date is May 1, 2014.
6.0 SEPA documentation
Information included in this introduction letter, along with attachments is intended to supply
documentation necessary to meet the requirements of the State Environmental Policy Act. Bridge
Nos. 16 and 20 are located on NC 211. NC 211 is used for through traffic which connects US 17
and US 74, for a total of 24 miles, which takes approximately 26 minutes. A total of four
alternatives were studied for replacing Bridge Nos. 16 and 20 in Brunswick County. These
alternatives are described as follows:
• No -Build Alternative
• Alternate I - Replace both bridges on existing alignment,
• Alternate 2 - Replace Bridge No. 20 on new alignment while replacing Bridge No. 16 on
existing alignment using an on -site detour,
• Alternate 3 - Replacing both bridges on new alignment to the east of existing roadway, and
• Alternate 4 - Replacing both bridges on new alignment to the west of existing roadway.
No -Build Alternative
This alternative is not feasible due to the bridges being classified as structurally deficient with
sufficiency ratings of 4 (Bridge 16) and 5 (Bridge 20) out 100. Not replacing the bridges will cause
safety and mobility issues to the traveling public.
Alternate I
NCDOT Guidelines for Evaluation of Offsite Detours for Bridge Replacement Projects considers
multiple project variables beginning with the additional time traveled by the average road user
resulting from the offsite detour. The eastern loop for the offsite detour for this project would
include continuing on US 17 to NC 87 to US 74. The detour for the average road user would result
in approximately 18 miles additional travel which results in approximately 20 minutes additional
travel time. Up to 6 -month duration of construction is expected on this project.
Based on the Guidelines, the criteria above indicate that a delay of 20 minutes for the average road
user over a 6 month period is unacceptable. Brunswick County Emergency Services has also
indicated that an offsite detour is unacceptable. While project costs and environmental impacts will
be higher, maintenance of traffic onsite during construction is mandatory. NCDOT Division 3
concurs in these recommendations.

Alternate 2
This alternative maintains existing traffic "on- site" and was initially supported by NCDOT as the
best alternative to be implemented. However, after further study of the existing soils, it was
determined that significant undercut would be required through adjacent wetlands resulting in
permanent impacts not only along the new location alignment but also on the alignment for the
temporary detour. Significant undercut and permanent impacts along a temporary facility was
deemed "not feasible" which led to the study of A Iternatives 3 and 4 which locates the roadway on
new location adjacent to the existing bridges. Permanent wetland impacts for this alternative are 1
ac.
Alternative 3
This alternative maintains existing traffic "on- site" and replaces both Bridge Nos. 16 and 20 on new
alignment just east of existing roadway. The new alignment in the area of Bridge No. 20 is identical
to Alternative 2. Permanent wetland impacts for this alternative are 0.97 ac.
Alternative 4
This alternative maintains existing traffic "on- site" and replaces both Bridge Nos. 16 and 20 are on
new alignment just west of existing roadway. The alignment for this alternative is approximately
180' longer than Alternative 3 due to connection to existing alignment on the inside of a horizontal
curve to the south. Permanent wetland impacts for this alternative are 1.1 1 ac.
Alternatives 3 and Alternative 4 are very similar alignments and have very similar impacts to the
environment. However, Alternative 3 was chosen as the Least Environmentally Damaging
Practicable Alternative (LEDPA) because of the following:
• 0.14 ac. less wetland impacts,
• 180' shorter project length,
• Less required undercut, and
• Less utility impacts.
6.1 Independent Utility
State Project 17BP.3.R.26 is in compliance with 23 CFR Part 771.111(f) which lists the FHWA
characteristics of the independent utility of a project. The project meets the criteria for independent
utility as discussed below:
• The project has logical termini and independent utility and is of sufficient length to
address environmental matters on a broad scope;
The project is usable and a reasonable expenditure of funds, even if no additional
transportation improvements are made in the area; and
The project does not restrict consideration of alternatives for other reasonably foreseeable
transportation improvements.
11

7.0 Resource Status
The project is located in the Lumber River Basin and lies within Hydrologic Unit 03040206
(Subbasin 03- 07 -57). This is within the Middle Atlantic Coastal Plain ecoregion.
7.1 Wetland Delineations
The wetlands within the study area were delineated based on the 1987 U.S. Army Corps of
Engineers (USACE) Wetland Delineation Manual (Atlantic and Gulf Coastal Plain Supplement) and
a roadway design was prepared to avoid and minimize impacts to wetlands to the maximum extent
possible. Wetland delineations for the study area were performed on September 07, 2011 by
NCDOT staff members Lance Fontaine, John Merritt and Chris Underwood. Chris Manley and
Stoney Mathis further defined the jurisdictional areas in early 2013. The wetland area to the far
north and right side of the project beginning at approximate Station 42 +80 RT was added in late
April 2013 by Chris Manley and Stoney Mathis when the scope of the project area was extended.
This delineation was later field verified by Mr. Brad Shaver (USACE, Wilmington District) on April
17, 2013. The study area was revisited by Stoney Mathis ( NCDOT), Hal Bain (RK &K), Pete
Stafford (RK &K) and Audrey Burnette (RK &K) on November 04, 2013.
7.2 Stream Delineations
Data collected for streams were derived from USGS topographic maps, the Brunswick County Soil
Survey (USDA, 1990), and site reconnaissance. The data included stream classifications, which are
presented in the attached documentation. A stream characterization and delineation was conducted
by Hal Bain (RK &K) and Pete Stafford (RK &K) on November 04, 2013. A previous site visit to
confirm the presence of jurisdictional streams within the project study area was conducted by Stoney
Mathis ( NCDOT), Brad Shaver (USACE Wilmington District) and Mason Herndon (NCDWR) on
April 17, 2013.
7.3 Characterization of Jurisdictional Sites
7.3.1 Wetlands
There is approximately 2.41 acres of wetlands within the project area. There is one wetland
community found within the project study area. Field investigations conducted on September 07,
2011 and revisited on November 04, 2013 identified one wetland community (Riverine Swamp
Forest) found within the project study area. This community dominates the project study area and
generally begins at the toe of the existing roadway fill section. Information about this wetland
complex can be found in the attachments to this letter report which includes a vicinity map, USACE
wetland data forms and final design plans depicting the extent of the wetlands within the project
study area.
5

7.3.2 Streams
There is approximately 177 linear feet of stream within the project area. Best Usage Classification
for the jurisdictional stream, Honey Island Swamp, is C & Sw (Swamp Waters). Neither High
Quality Waters (HQW), Water Supplies (WS -L• undeveloped watersheds or WS -11• predominately
undeveloped watersheds), nor Outstanding Resource Waters (ORW) occur within 1.0 mile of the
project study area. The two stream segments are not designated as a North Carolina Natural or
Scenic River, or as a National Wild and Scenic River. Honey Island Swamp is not listed on the
Final 2012 Section 303(d) list of impaired waters.
7.4 Impacts to Jurisdictional Resources
Impacts to jurisdictional wetlands for State Project 17BP.3.R.26 are summarized below:
Permanent Impacts: Proposed permanent impacts for the replacement of Bridge Nos. 16 and 20
include fill in wetlands and mechanized clearing in wetlands totaling 0.97 acres of permanent
impacts to riparian wetlands.
Temporary Impacts: There will be 0.08 acres of temporary hand - clearing at the bridges and along
the roadway in jurisdictional wetlands due to project construction.
Utility Impacts: All underground and aerial utilities in conflict with the proposed construction will
be directionally bored prior to construction.
It is anticipated that no impacts to streams will result from the proposed project construction.
8.0 Protected Species
Plants and animals with federal classification of Endangered (E), Threatened (T), Proposed
Endangered _(PE), and Proposed Threatened (PT) are protected under provisions of Section 7 and
Section 9 of the Endangered Species Act of 1973, as amended, or by provisions of the Bald and
Golden Eagle Act (BGPA). The United States Fish and Wildlife Service (USFWS, 2013) lists 15
federally protected species for Brunswick County as of the November 18, 2013 listing (Table 1).
Tahle 1 Federallv Protected Species in Brunswick Countv
0
Federal
Habitat
Biological Conclusion
Common Name
Scientific Name
Status*
Present
Alligator
N/A
American alligator
T (S /A)
Yes
mississi iensis
Acipenser oxyrinchus
No Effect
Atlantic sturgeon
ox rinchus
E
No
Haliaeetus
No Effect
Bald eagle
BGPA
No
leucoce halus
Green sea turtle
Chelonia mydas
T
No
No Effect
0

Common Name
Scientific Name
Federal
Status*
Habitat
Present
Biological Conclusion
Kemp's ridley sea
turtle
Lepidochelys kempii
E
No
No Effect
Leatherback sea turtle
Dermochelys coriacea
E
No
No Effect
Loggerhead sea turtle
Caretta caretta
T
No
No Effect
Piping plover
Charadrius melodus
T
No
No Effect
Red - cockaded
woodpecker
Picoides borealis
E
No
No Effect
Shortnose sturgeon
Acipenser brevirostrum
E
No
No Effect
West Indian manatee
Trichechus manatus
E
No
No Effect
Wood stork
Mycteria americana
E
No
No Effect
Cooley's meadowrue
Thalictrum cooleyi
E
No
No Effect
Rough- leaved
loosestrife
Lysimachia
as erulae olia
E
No
No Effect
Seabeach amaranth
Amaranthus pumilus
T
No
No Effect
BUPA = Bald and Golden Eagle Protection Act, E = Endangered, T = Threatened, T(S /A) _
Threatened (Similarity of Appearance)
The NC Natural Heritage Program (NCNHP) database (updated November 2013) was also reviewed
for recorded occurrences of protected species. No occurrences of federally protected species were
recorded within one mile for the project study area. Comments received from the USFWS dated
September 15, 2011 are included in the attachments to this package.
8.1 Bald and Golden Eagle Protection Act (BGPA)
In the July 9, 2007 Federal Register (72:37346- 37372), the bald eagle was declared recovered, and
removed (de- listed) from the Federal List of Threatened and Endangered Wildlife. This delisting
took effect August 8, 2007. After delisting, the Bald and Golden Eagle Protection Act (Eagle Act)
(16 U.S.C. 668 -668d) became the primary law protecting bald eagles. No nesting and /or foraging
habitat for the bald eagle is present within the project study area or within 660 feet of the project
study area.
8.2 Moratorium
There is no in -water work moratorium recommended for State Project 17BP.3.R.26. The
communication with the North Carolina Wildlife Resources Commission (Travis Wilson) is included
as an attachment to this package.
7

9.0 Cultural Resources
The potential effect of the proposed project on cultural resources in the project area was evaluated in
accordance with Section 106 of the National Historic Preservation Act of 1966, as amended.
NCDOT Historic Architecture staff communications, dated November 20, 2013 determined that
,replacement of the existing structures (Bridge Nos. 16 and 20) will Not Adversely Impact any
historic buildings or landscapes. The referenced communications are included as attachments to this
package.
An archaeological survey of the project's Area of Potential Effect (APE) was conducted by NCDOT
archaeologists to determine the project's impact on significant archaeological or historical resources.
NCDOT Archaeological staff communications, dated November 06, 2013 indicate that no
archaeological sites were found within the project's APE. Therefore, no additional archaeological
investigation is recommended for this project. The referenced communications are included as
attachments to this package.
10.0 FEMA Compliance
Honey island Swamp is a FEMA regulated stream. Bridge Nos. 16 and 20 can be found on FIRM
maps 37201 184 and 37201186, dated June 2, 2006. The replacement of these bridges produced a
0.01 foot increase in the water surface elevation between the Revised Model and the Corrected
Effective Model just downstream of the bridge. No existing structures are impacted by this increase.
This increase is categorized as a Type 2D MOA, which is a category within the Memorandum of
Agreement (MOA) between NCDOT and Floodplain Mapping. This increase has already been
approved by the appropriate state and local officials as well as the Federal Emergency Management
Agency (FEMA) to assure compliance with federal, state, and local floodway regulations.
11.0 Mitigation Options
The NCDOT has investigated potential on -site wetland mitigation opportunities. However, if on -site
mitigation is not feasible, mitigation will be provided by the North Carolina Department of
Environment and Natural Resources Ecosystem Enhancement Program ( NCEEP). In accordance
with the Memorandum of Agreement dated July 22, 2003 between NCDOT and U.S. Army Corps of
Engineers, the NCEEP may provide off -site mitigation to satisfy the Federal Clean Water Act
compensatory mitigation requirements for this project.
Permanent impacts to jurisdictional wetlands totaling 0.97 acres of Riverine Swamp Forest
(NCWAM wetland type) will occur as a result of project construction adjacent to the existing
roadway /bridge location. NCDOT plans to provide (1.29 acres) on -site replacement (restoration) by
removal of the existing roadway bed and roadway fill down to the natural wetland elevation. Please
see the cross sections in the "On-Site' Wetland Restoration Plan Set" for target elevations.
Replanting with species dominant in the adjacent Riverine Swamp Forest (Honey Island Swamp)
will be conducted in these areas. Please see the planting details in the "On -Site Wetland Restoration
Plan Set ". It is anticipated that three years of visual monitoring of vegetation will be conducted.
8

11.1 Avoidance and Minimization
All jurisdictional features were delineated, field verified and surveyed within the corridor for the NC
211 bridge replacements. Using these surveyed features, the roadway design was adjusted to avoid
and /or minimize impacts to jurisdictional areas. NCDOT employs many strategies to avoid and
minimize impacts to jurisdictional areas in all of its designs. Many of these strategies have been
incorporated into BMP documents that have been reviewed and approved by the resource agencies
and which will be followed throughout construction. Individual avoidance and minimization items
are as follows:
• No staging of construction equipment or storage of construction supplies will be allowed in
wetlands or near surface waters.
• The project was designed to avoid or minimize disturbance to aquatic life movements by use of
single span bridges. The spans were maximized while maintaining the same vertical clearances
as the existing bridges. There are no deck drains. The bridge runoff is collected at the low point
of each bridge and discharges outside of the jurisdictional waters. A rip rap pad was used to
diffuse the velocities before entering the wetlands at the pipe outlet for the drainage structure at
Bridge No. 20. A preformed scour hole was used to diffuse the velocities before entering the
wetlands at the pipe outlet for the drainage structure at Bridge No. 16. There is a swale from sta.
36 +10 to sta. 37 +50 LT that dissipates the roadway runoff before it enters the restored wetland
area.
• NCDOT will minimize long -term water quality impacts through the use of the most recent Best
Management Practices for Protection of Surface Waters, as identified in the Federal Aid
Highway Program (FHPM) and North Carolina Administrative Code, Chapter 4.
• NCDOT and its contractors will not excavate, fill, or perform land clearing activities within
Waters of the U.S. or any areas under the jurisdiction of the USACE, except as authorized by the
USACE. To ensure that all borrow and waste activities occur on high ground, except as
authorized by permit, the NCDOT shall require its contractors to identify all areas to be used to
borrow material, or to dispose of dredged, fill or waste material. Documentation of the location
and characteristics of all borrow and disposal sites associated with the project will be available to
the USACE on request.
• The use of reinforced 2:1 fill slopes in jurisdictional areas which will be stabilized with
geotextile fabric and vegetation as outlined in the Geotechnical Report dated 12/2013. This
report is included as part of the project Contract Documents.
• NCDOT will implement Best Management Practices for Bridge Demolition and Removal. The
asphalt- wearing surface of the two bridges and bridge rails will be removed without dropping
them into the water prior to bridge demolition.
• Turbidity curtains will be installed around existing interior bents prior to extraction of the piles.
The timber piles encased in concrete will be extracted with a vibratory hammer and crane, to
minimize disturbance to the natural stream.
• Silt fence and coir fiber wattle barrier will be used during construction to prevent sediment from
entering the wetlands and jurisdictional waters.
• All aerial and underground utilities in conflict with the project will be directionally bored below
the proposed wetland restoration area prior to construction.
• The use of hand clearing rather than mechanized clearing where possible.
W

• High visibility fencing will be utilized to identify environmentally sensitive areas that are not to
be impacted.
11.2 Compensation
Although NCEEP is available for mitigation by compensation, there are on -site opportunities
available. See Section 11.0 Mitigation Options for more information.
12.0 Indirect and Cumulative Effects
Information associated with the subject project study area revealed that no significant impacts to
natural, ecological, cultural, scenic, or community resources are expected due to the construction of
the subject project. Any direct impacts to resources have been avoided (where possible), minimized,
and mitigated. The bridges are being replaced immediately upstream of the existing structures and
these replacements are not creating any new development access to adjacent land or offering any
significant travel time savings. Therefore, no indirect or cumulative effects are expected due to the
construction of State Project 17BP.3.R.26.
13.0 Regulatory Approvals
Section 404: Application is hereby made for a USACE Individual 404 Permit as required for the
above - described activities.
Section 401: We are also requesting a Section 401 Water Quality Certification from the NCDWR.
In compliance with Section 143- 215.3D(e) of the NCAC, we will provide $570.00 to act as payment
for processing the Section 401 permit application previously noted in this application (see Subject
line). We are providing electronic copies of this application package to Mason Herndon and Sonia
Carrillo (NCDWR), for their approval.
CAMA Consistency Determination: A Federal Consistency Determination letter will be submitted
along with project information to Steve Sollod (NCDCM reviewer).
If you have any questions or need additional information, please contact me at 919- 878 -9860 or
abumette @rkk.com.
El

U.S. ARMY CORPS OF ENGINEERS
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT
OMB APPROVAL
EXPIRES: 28 FEBRUARY 20 2013 3
33 CFR 325. The proponent agency is CECW -CO -R.
Public reporting for this collection of information is estimated to average 11 hours per response, including the time for reviewing instructions, searching
existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of Information. Send comments regarding
this burden estimate or any other aspect of the collection of information, including suggestions for reducing this burden, to Department of Defense,
Washington Headquarters, Executive Services and Communications Directorate, Information Management Division and to the Office of Management and
Budget, Paperwork Reduction Project (0710- 0003). Respondents should be aware that notwithstanding any other provision of law, no person shall be
subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control number. Please DO NOT
RETURN your form to either of those addresses, Completed applications must be submitted to the District Engineer having jurisdiction over the location of
the proposed activity.
PRIVACY ACT STATEMENT
Authorities: Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection, Research, and Sanctuaries
Act, Section 103, 33 USC 1413; Regulatory Programs of the Corps of Engineers; Final Rule 33 CFR 320 -332, Principal Purpose: Information provided on
this form will be used in evaluating the application for a permit. Routine Uses: This information may be shared with the Department of Justice and other
federal, state, and local government agencies, and the public and may be made available as part of a public notice as required by Federal law, Submission
of requested information is voluntary, however, if information is not provided the permit application cannot be evaluated nor can a permit be issued, One set
of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this application (see
sample drawings and /or instructions) and be submitted to the District Engineer having jurisdiction over the location of the proposed activity. An application
that is not completed in full will be returned.
(ITEMS 1 THRU 4 TO BE FILLED BY THE CORPS)
I. APPLICATION NO,
2. FIELD OFFICE CODE
3. DATE RECEIVED
4. DATE APPLICATION COMPLETE
(ITEMS BELOW TO BE FILLED BYAPPLICANTI
5. APPLICANT'S NAME
8, AUTHORIZED AGENT'S NAME AND TITLE (agent is not required)
First - Karen Middle - E. Last - Fussell
First - Audrey Middle -B. Last - Burnette
Company - North Carolina Dept. of Transportation
Company - RK &K Engineers
E -mail Address - kfussell @ncdot.gov
E -mail Address - aburnette @rkk.com
6. APPLICANT'S ADDRESS:
9. AGENT'S ADDRESS:
Address- 5501 Barbados Blvd.
Address- 900 Ridgefield Drive, Suite 350
City - Castle Hayne State - NC Zip-28429 Country-USA
City - Raleigh State - NC Zip-27609 Country-USA
7. APPLICANT'S PHONE NOs. w /AREA CODE
10. AGENTS PHONE NOs. WAREA CODE
a. Residence b. Business c. Fax
a. Residence b. Business c. Fax
910- 620 -9441 910- 675 -0143
919- 878 -9560 919- 790 -8382
STATEMENT OF AUTHORIZATION
11. 1 hereby authorize, Audrey Burnette, RK &K to act in my behalf as my agent in the processing of this application and to furnish, upon request,
supplemental information in support of this permit application
2014 -02 -27
,WURE OF APPLI N - DATE
NAME, LOCATION, AND DESCRIPTION OF PROJECT OR ACTIVITY
12, PROJECT NAME OR TITLE (see instructions)
Replacement of Bridge Nos. 16 and 20 on NC 211 over Honey Island Swamp in Brunswick County
13. NAME OF WATERBODY, IF KNOWN (if applicable)
14. PROJECT STREET ADDRESS (if applicable)
Haney Island Swamp
Address
15. LOCATION OF PROJECT
Latitude: -N 34,190422 Longitude: -W - 78,356168
City - State- Zip -
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see instructions)
State Tax Parcel ID Municipality
Section - Township - Range -
ENG FORM 4345, OCT 2012 PREVIOUS EDITIONS ARE OBSOLETE. Page 1 of 3

17. DIRECTIONS TO THE SITE
Bridge Nos. 16 and 20 are located approximately 10 miles south of Bolton (US 74/76 and NC 211 intersection on NC 211) in Brunswick
County. Please see the attached Vicinity Map.
18. Nature of Activity (Description of project, include all features)
The North Carolina Department of Transportation ( NCDOT), Division of Highways, proposes to construct Bridge Nos. 16 and 20 on NC
211 over the Honey Island Swamp. The project is approximately 0.474 miles in length. The purpose of the project is to preserve the
mobility and safety of the traveling public by replacing the existing 59 -yr old structurally deficient bridges that can no longer be addressed
by maintenance activities. Existing bridge # 16 is a 3 -span timber bridge at 25.4' wide by 52.6' long and will be replaced with a single span
34' -3 "' wide by 80' long bridge with 45" concrete girders. Existing bridge #20 is a 3 -span timber bridge at 25.3' wide by 52.4' long and will
be replaced with a single span 34' -3" wide by 85' long bridge with 45" concrete girders. The proposed bridges will be of sufficient width
to provide for two 12 -foot lanes with offsets varying from 4.1 feet to 5.0 feet on Bridge No. 20 with 0.06 super elevations across the bridge
and 4 -foot offsets on Bridge No. 16 on each side in normal crown. The basin characteristic is Coastal Plain
19. Project Purpose (Describe the reason or purpose of the project, see instructions)
The proposed bridge spans were maximized while maintaining the existing vertical clearance. Deck drains are not required, the bridge
runoff will be discharged outside of the JS waters on to the following devices: a rip rap pad is used at the outlet of the drainage structure
for Bridge #20 and a Preformed Scour Hole is used at the outlet of Bridge # 16. The velocity leaving both these devices is 0.20 fps. The
Swale from sta. 36 +10 to sta, 37 +50 Lt is a SCM that dissipates the roadway runoff before entering the wetland. All utilities in conflict
with the proposed construction, both aerial and underground, will be relocated underground by directional bore, prior to construction of the
proposed project. The measures taken to avoid or minimize the impacts to the JS waters are as follows: 2:1 fill slopes with geotextile
fabric and vegetative stabilization, the bridge spans were maximized while maintaining the same vertical clearance as the existing
structures and turbidity curtains will be used while extracting the existing interior bents with no construction in the JS waters.
USE BLOCKS 20 -23 IF DREDGED AND /OR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s) for Discharge
Impacts will result from the construction of the replacement bridges for Bridge Nos. 16 and 20. The replacement bridges are on new
location just upstream of the existing bridges. There is a significant amount of roadway re- alignment that places fill in the wetlands
21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards -
Type Type Type
Amount in Cubic Yards Amount in Cubic Yards Amount in Cubic Yards
N/A
22. Surface Area in Acres of Wetlands or Other Waters Filled (see instructions)
Acres 0.97 acres of permanent impacts.
or
Linear Feet
23. Description of Avoidance, Minimization, and Compensation (see instructions)
The proposed construction of Bridge Nos. 16 and 20 over Honey Island Swamp will permanently impact 0.97 acres of jurisdictional
riparian wetlands that will require mitigation. The unavoidable impacts to jurisdictional riparian wetlands will be offset by mitigation of
1.29 acres provided by NCDOT through on -site replacement of Riverine Swamp Forest community. The restoration of the wetland area
will be accomplished via excavation of the existing road and fill material out to the edge of the existing wetland. The site will be graded to
match the target elevations in the adjacent wetland.
ENG FORM 4345, OCT 2012 Page 2 of 3

24. Is Any Portion of the Work Already Complete? Yes QNo IF YES, DESCRIBE THE COMPLETED WORK
25. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody (d more than can be entered hare, Please attach a supplemental list),
a. Address- Red Mountain Timber Co., LLC., 2704C Exchange Drive
City - Wilmington State - NC Zip - 28405
b. Address -
City - State - Zip -
c. Address -
City - State - Zip -
d. Address -
City - State - Zip -
e. Address -
City - State - Zip -
26. List of Other Certificates or Approvals /Denials received from other Federal, State, or Local Agencies for Work Described in This Application.
AGENCY TYPE APPROVAL" IDENTIFICATION DATE APPLIED DATE APPROVED DATE DENIED
NUMBER
NCFMP MOA- Type 2d SF090016;SF090020 2013 -08 -19 2013 -11 -21 N/A
' Would include but is not restricted to zoning, building, and flood plain permits
27. Application is hereby made for permit or permits to authorize the work described in this application. I certify that this information in this application is
complete and accurate. I further certify that I possess the authority to undertake the work described herein or am acting as the duly authorized agent of the
applicant.
2014 -02 -27 2014 -02 -27
�MRATUln OF APP NT DATE SI T RE MAZLM DATE
Th pplication must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly
authorized agent if the statement in block 11 has been filled out and signed.
18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States
knowingly and willfully falsifies, conceals, or covers up any trick, scheme, or disguises a material fact or makes any false, fictitious or
fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false, fictitious or
fraudulent statements or entry, shall be fined not more than $10,000 or imprisoned not more than five years or both.
ENG FORM 4345, OCT 2012 Page 3 of 3

RK91K
February 28, 2014
Ms. Christy Huff, P.E.
Transportation Program Management
NC Department of Transportation
Mail Service Center 1595
Raleigh, NC 27699 -1595
Reference: WBS Element No. 17BP.3.R.26
Division 3 — Express DB
Bridge No. 090016 & 090020 over Honey Island Swamp
Brunswick County, North Carolina
Submittal No. S -168R1
Attention: Stonewall Mathis
Dear Ms. Huff:
In accordance with the Express Design -Build Submittal Guidelines dated February 2012, we are
submitting, herewith, our revised Permit Package for the above referenced project. 'Included with
this submittal are the following items:
• Two (2) copies of the Permit drawings including the Permit Impact Summary,
• Two (2) copies of Stormwater Management Plan,
• Two (2) copies of the DCM Consistency Determination Package,
• Two (2) copies of the Individual Permit Letter & Application,
• One (1) copy of the EC plans (For review by the DEO),
• One (1) electronic copy of the items listed above have been forwarded to Stony Mathis
( NCDOT DEO), Brad Shaver, (USACE, Wilmington), Crystal Amschler (USACE, Wilmington) and
Mason Herndon (NCDWR, Division 3 & 6).
The following items were submitted under S -168 and are not included with this submittal:
• Approved BSR's,
• USCE Wetland & Stream Forms,
• NCDWQ Stream Forms,
• Back -up Data from the NC Wildlife Resource Commission, US Fish &
Wildlife Service, NCDOT Archaeological & Historic Architecture Forms
and correspondence from Stephen Lane,
• Vicinity Map, USGS Map and Jurisdictional Map,
Additional copies of the above referenced items have been mailed directly to Sonia Carrillo
(NCDWR) and Steve Sollod (Raleigh NCDCM), the Resident Engineer (NCDOT) and the Division
Bridge Program Manager (NCDOT).
Please call if you have any questions.
Sincerely,
Audrey Burnette, P.E.
for Tina Swiezy, P.E.
Enclosure THS /abb
cc STW — Erick Frazier, Joey Knoll (Electronic)
NCDOT - Jerry Lindsey, Wayne Currie, Amanda Glynn (1 Copy)
RK &K — JTP, BKS, MTM, DBP, THS, HTW, KWB, RHN, EMR, WKJ, File
M \projects\ 2012 \Drv3_ExpressDB \Admm \Submittals \S -168R1 Permits 19_20 \Div3ExDB_Cor_S -168R1 docx
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Hey Folks,
Please see S -168 review immediately below. Items 1 and 3 through 14 are applicable to both the USACE
letter and the CAMA letter.
1) Please go through the letters to the USACE and CAMA, and replace the word "will" with "would"
where appropriate to say that our project "would" do thus and so rather than "will" (where
appropriate). After speaking with several environmental agency representatives, they stated
the word "will" did not change the intent of the document and was an acceptable term to use in
all the documents constituting the permit.
2) In the second paragraph of the cover letter to the USACE, it references that we are including the
Preliminary Jurisdictional Determination request form. I think that because we are actually
applying for the permit at the same time, we need to rather request a final jurisdictional
determination and include the Jurisdictional Determination form (not Preliminary JD form).
Please change the wording in the paragraph of the USACE cover letter accordingly and also
include the JD form (not Preliminary) in the package. After speaking with Brad Shaver this
morning, he stated that it was fine with him if we submit the preliminary JD forms with the
permit package. He is not requiring that the information be transferred to the final JD forms.
He stated he has been out to the site enough that he is comfortable that there will not be any
suprise wetland sites that will be discovered during construction. Brad reminded Hal and I that
by submitting final JD forms the private property owner, Red Mountain Timber Co., will have a
60 day window to appeal the wetland determination. This could potentially delay the project.
3) In section 2.0 Project Description, the second to last sentence in the paragraph says "The
roadway grade of each new structure will be approximately the same as the existing grade."
This statement does not seem accurate as the profile drawings of the structures on the permit
drawings appear to show the top of the new structures several feet higher than the existing top
of structures. If the statement is intended to refer to the bottom of the structures being
approximately the same, then I think the statement should be adjusted to better clarify that
with respect to the bottom of the structures. Revised sentence to state the low chord is
approximately the same as the existing.
4) In section 3.0 Summary of Impacts, in the first sentence, the word "permanent" should be
inserted between "Proposed" and "impacts" to make the sentence more accurate. I say this
because there are temporary impacts that are not accounted for in the 0.76 acre figure. Done.
5) In section 4.0 Summary of Mitigation, the last sentence states "The herbaceous wetland
community portion (0.26 acres) will be restored at 0.5:1 ratio within the 30 -foot wide aerial
utility corridor." I realize that this information may be changing based on comments received
from the agencies. However, I would like clarification on the thoughts expressed within this
section. Does this mean that we are restoring an area that actually measures in size to be 0.89
acres and we are claiming 0.63 acres of that 0.89 acres at a 1:1 and are claiming the remaining
0.26 acres of the 0.89 acres at 0.5:1 resulting in 0.13 acres of mitigation so the sum of the 0.63
acres and 0.13 acres is 0.76 acres to mitigate for the 0.76 acres of permanent impact? If that is
the case, then I follow this logic. If that is not the case, please'describe where my thought
differs from your thought pattern, area sizes, etc. Please do address this even though it may be
changing as I want to be sure that we are on the same page with reasoning about this. I also
would like to point out that when considering the type of wetland mitigation to provide, one
should consider the type of wetland that was impacted. To this end, it may be of benefit to
break down how much herbaceous wetland is being permanently impacted and how much
forested wetland is being permanently impacted. It does appear that a vast majority of the

permanent impacts are in forested areas, however, there are some herbaceous wetland areas
that are proposed to be permanently impacted. Where forested wetlands are proposed to be
permanently impacted, a forest restoration effort may offer one to one mitigation. Where
herbaceous wetlands are proposed to be permanently impacted, a herbaceous restoration
effort may offer one to one mitigation credit. Where we seek to offer herbaceous wetland
mitigation for a forested wetland impact, we may have to offer two times the amount (or may
have to offer more or other mitigation) of herbaceous mitigation area as the area of forested
wetland impact. Perhaps you have already broken down these numbers and that is where the
0.13 acres of herbaceous and the 0.63 acres of forested come from. Please advise if that is the
case. Also, let's talk by phone if we need to have more discussion /clarification on this issue.
The utility relocation has been revised. All utilities will now be directionally bored to an
elevation of 45' which is a minimum of 7' below the wetland restoration area.
6) In the section 6.0 SEPA documentation, we need to include discussion of a "do nothing"
alternative per discussion with Brad Shaver last year on site when discussing this project.
Granted the "do nothing" alternative is not practicable, however, that is the very point in
including discussion about do nothing to show that it was considered and determined not to be
practicable as it would lead to loss of safety and mobility of the traveling public. Please include
said do nothing alternative and discussion in this section. The "No- Build" Alternative has been
added.
7) In Section 6.0, under Alternative 1, please help me understand why in the first paragraph the
numbers for the offsite detour of 41.4 miles and 43 minutes differ from the effect on the
average road user of 20 minutes and 18 miles. Why are the numbers of the detour and the
effect on the user not the same? This has been revised.
8) In the last sentence of Section 6.0 at the top of page 4 of the USACE letter, should read
"However, Alternative 3 was chosen as the Least Environmentally Damaging Practicable
Alternative (LEDPA) because of the following:" ...Done.
9) In Section 7.0 Resource Status, the Hydrologic Unit is 03040206 rather than 030400206 as
currently listed. There are one to many zeroes prior to the 2 in the current. Done.
10) In Section 7.1, move the currently second sentence to the beginning of the paragraph. After
what would then be the second sentence ending with "Chris Underwood." insert a new
sentence as follows "Chris Manley and Stoney Mathis further defined the jurisdictional areas in
early 2013." After the sentence about verification by Brad Shaver, insert another sentence that
says "The wetland area to the far north and right side of the project beginning at approximate
Station 42 +80 RT was added in late April 2013 by Chris Manley and Stoney Mathis when the
scope of the project area was extended." Done.
11) In Section 11.0 Mitigation Options, please add a final sentence that says "Please see the
attached cross sections for elevations and the attached Wetland Reforestation Detail Sheet."
Also, please add the Wetland Reforestation Detail Sheet that was included in the S -170111
revisions as a permit drawing, (drawing 18 ?). Brad has asked that the Wetland Reforestation
plans and details be separated from the permit package. Sheet RF -1 has been added to the
Restoration package.
12) In Section 11.1 (and on the drawings), the use of 2:1 slopes is employed to minimize impacts.
While I applaud these efforts to minimize impacts, I ask are we proposing to vegetatively
stabilize these 2:1 slopes? Yes, statement has been added to the bullet.
13) In Section 11.1, the seventh bullet point states that the timber piles encased in concrete will be
cut at the streambed and pulled out with a crane. I think the first proposal needs to be to
remove the piles by pulling them out with a crane, vibratory hammer, etc in their entirety and if
that does not work out for some (or possibly all) of the piles, then cutting them off at the stream

bed would be the backup plan. Unless you have some justification to support not even
attempting to pull them out in their entirety, then we need to first attempt to do so. Sentence
has been revised.
14) In the very last sentence of the USACE letter and the CAMA Cover letter, please replace
"Stonewall D. Mathis, PE" and "Stonewall Mathis" respectively with "me ". Also, please remove
the final sentence and Sincerely and my name and title from page 11 of the CAMA package.
Letters have been revised. RK &K is now acting as "Authorized Agent" for NCDOT. '
15) In the CAMA consistency package section 13.0 should read "In addition to the DCM Consistency
Determination for State Project 17BP.3.R.26 Brunswick County Bridges 16 and 20, permits to be
obtained include an Individual 404 permit and an Individual 401 Water Quality Certification."
We are no longer applying for separate State Stormwater Permits as we are covered by
compliance with our NPDES permit. Done.
16) On the Stormwater Management Plan, on page 1 of 3:
a) How was the Proposed Project Built Upon Area of 3.17 acres, calculated? This seems mighty
high. Numbers have been revised.
b) In the last sentence under the General Project Narrative at the bottom of page 1, please
remove the "of' that appears 7th to last word. Done.
c) Also, in this'Gerieral Project Narrative, please discuss the rip rap pad and PSH at the
respective bridge drain pipe outlets. Also, please mention the swales if the special cut
ditches indeed meet the definition of a swale. Reference to Swales has been added. The
special cut ditches do meet the requirements as stated in the NCDOT BMP Toolbox.
d) In the General Project Narrative, please replace "will" with "would" as appropriate. Not
necessary.
17) On page 2 of 3 of the Stormwater Management Plan, please offer the rip rap pad, the PSH, and
the ditch or " swale" under the Proposed SCM column. Done.
18) On page 2 of 3 of the Stormwater Management Plan, please list more encompassing station
numbers in the Station (from and to) column. Done.
19) On page 3 of 3 of the Stormwater Management Plan, please identify what is currently identified
as a ditch rather as a Swale if it meets the definition of a swale by our NCDOT BMP toolbox.
Done.
20) ON page 3 of 3 of the Stormwater management Plan, please check the appropriate box of yes or
no (I assume yes) for the design question near the bottom of the page. Done.
21) On permit drawing 1 of 17, please add a note specifically identifying pavement removal in
accordance with the cross hatching shown on same sheet. Done.
22) On Permit Drawing 2 and 4 of 17, referencing the proposal to collar and extend the 48" pipe as
needed is not sufficient. We need to specify the impacts in this location. There is currently a
good bit of Hand clearing proposed in this area, however, the fill associated with more pipe is
not consistent with hand clearing impact. Some more homework needs to be done to quantify
the needed pipe extension (if any) and put numbers to associated impacts. 5LF has been added
to drainage file. Impacts have been added to this site.
23) On permit drawing 2 and 4 of 17, at bridge 20 to the LT side of the project along the creek,
under the proposed power line, the proposed hand clearing impacts stop at the top of bank.
The proposed impacts it seems should extend to the JS line. All impacts for overhead power
lines have been removed.
24) On permit drawing 2 and 4 of 17, should we have hand clearing impacts denoted in the small
slivers of wetlands that are to be under and immediately and adjacent to the new bridge

(reference this for both sides of the creek under and near the new bridge). We may not need it
but I wanted to point this out and ask. Impacts have been added.
25) On permit drawings 3 and 5 of 17, please include detail B showing the special cut ditch. Done.
26) ON permit drawings 3 and 5 of 17, under and in the near vicinity of the new bridge, it seems that
the impacts should extend to the JS line rather than stopping at top of bank. Please understand
that here as in item 23 above, that I am not necessarily advocating for more impacts but am .
approaching from the standpoint that when folks actually get to working out in the field, it is
unlikely that they would stop the clearing activity at the top of bank but would rather approach
the JS line so I would rather have impacts permitted to the JS line since it is likely to happen
regardless rather than have to seek an after the fact permit or worse, get a notice of violation.
Impacts have been extended.
27) On permit drawings 3 and 5 of 17 and related to item 26 above, on the south bank of the creek
under /near the new bridge, should we have at least hand clearing impacts in the entirety of the
wetland sliver up under /near the new bridge. This is particularly aimed at from center of bridge
and towards the west in conjunction with the item 26 comments above. Impacts have been
added.
28) On permit drawings 3 and 5 of 17, the new pole proposal at approximate station 37 +95 RT
seems to bring the aerial line within about 12 feet of the property line of the fire tower property
which appears to be wooded in this southern corner of the property. This seems like this
proposal may necessitate the pruning or removal of trees of the fire tower property which is not
consistent with our proposal to have no effect on the fire tower property. I would propose that
new poles at 39 +60 RT and 36 +80 LT with the line crossing the road between the proposed in
this sentence may help alleviate this. Utilities have been relocated.
29) On permit drawing 3 and 5 of 17, the wetland impacts from approx. station 42 +80 and beyond
should be hand clearing rather than mechanized clearing as this is a herbaceous wetland area.
Mechanized Clearing changed to Hand Clearing.
30) On permit drawing 3 and 5, there appears to be a small sliver of fill at approximate station
44 +00 RT that may not be accounted for. Small sliver of fill has been called out with an arrow.
31) On the cross section drawings, please see the following requested target elevation adjustments.
For all these, please grade from the wetland line back down to the target elevation with a 3:1
slope as shown for several of these currently. All target elevations have been adjusted as
requested.
a) the cross section for 26 +50 should have a target elevation of 53.0 rather than 53.41 to
better match what is further into the wetland.
b) at Station 28 +50, let's propose target elevation of 54.7
c) at Station 29 +00, please let the target elevation be 54.6
d) at Stations 29 +50, let the target elevation be 54.3
e) at 30 +00, let the target elevation be 54.3
f) at station 31 +00, let target elevation be 54.0
g) at station 32 +00, let target be 54.3
h) at station 35 +00, let target be 55.1
All elevations have been revised. Please see the Wetland Restoration Plan. These elevations no
longer show -up on the permit drawings as requested by Brad Shaver.
32) On drawing 9 of 17, at station 27 +50, the proposed excavation appears to go slightly into the
wetlands. Instead just begin at wetland line and grade back down to target elevation as in other
cross section proposals (3:1). Done.
33) On drawing 9 of 17, at Station 28 +00, the proposed exaction is shown to extend off of the R /W.
Do not go off of the R/W here, but rather end the excavation limit to the R /W. Comparing this

area with the plan sheet view, we have good tie in to the wetlands on either side of this point
(slightly up and down station) as this is a jut out in the wetland line with the far extent of the jut
out happening around the referenced station 28 +00. 1 would like to avoid going off of the R/W
here and have to negotiate for easement etc. The target elevation is good here. Done.
34) In consideration of all of the above cross section changes, please ensure that the plan views are
updated accordingly. Done
35) On sheet 16 of 17, list all adjoining owners (including the State), the fire tower property (likely
State) and any others for the length of the project. I think Brad will need this info for
consideration of his public notice. Done.
36) On sheet 17 of 17, please provide a comprehensive statement in the bottom left corner of the
impact summary table about the impacts and mitigation similar to what I provided above in item
5 in the 4th sentence of that item (although it is posed as a question there). Impacts have been
revised. Statements have been revised accordingly.
37) Please update the impact summary table accordingly for all considerations herein. Done.
38) For much of the above items, I realize that things may change in consideration of comments
from the agencies requesting new utility alignment. However, please keep these same ideas in
mind as you progress with a new utility alignment. Done.
Review of S -170 and 5- 170R1: ,
REU Comment - Close the gaps on along the left side of the project on C_ &G. (Make the "final" fence
"both "). Done.
1) The silt fence line on the LT side of the project appears to not contain all of the disturbed area
especially in consideration of the restoration areas and also forest conversion areas. Please
consider cases in point of 25 +00, 27 +00, 28 +00, and 32 +50 LT and compare the erosion control
plan of silt fence /CFW outlets with the proposed impact and restoration disturbances from the
permit package. Fence will be placed in the "Final Stage" prior to excavation along edge of
restoration boundary so as not to create any new impacts in the existing wetlands. The Utility
Company is responsible for installing EC measures prior to relocation. A pre -con meeting will be
held before any utility relocation activities. They will have relocated the utilities prior to the
contractor's mobilization.
2) Much of what is currently identified as final stage silt fence (S- 170111) on the LT side of the
project may be beneficial to go ahead and install during the clearing and grubbing phase and
probably prior to that in consideration of the utility line clearing activities that are to take place.
Done at the request of REU.
3) Consider items 1 and 2 immediately above with respect to any new utility alignment. All utilities
in conflict are directional bore under prior to beginning construciton.

COMMENTS ON s- 168 - Permit Submittal 12/11/2013 FROM OTHER AGENCIES:
STEVE SOLLOD- NCDENR, E -MAIL DATED 12/13/2013:
1) I don't see a mitigation plan included in the submittal. DCM would like to see that and
I'm confident USACE and DWR will also. Wetland Restoration Plan is included with
this submittal.
2) Isn't 'a PCN required? As per Brad Shaver this Individual Permit takes the place of the
PCN. I don't see an application form, only a letter to Brad Shaver.
3) The Summary of Impacts and Summary of Mitigation are confusing. I find that the
impact (acres) and the mitigation does not seem to correlate. It is unclear exactly what
the impact and the mitigation areas are. This should be clarified. As per Brad Shaver the
Mitigation Plan has been separated from the Permit Package.
4) 1 see that Stephen Lane's e -mail dated 10/28/11 is included in the backup data, but it
would be nice for reference to DCM's determination (concurrence) that the proposed
project will not impact an AEC be mentioned in the certification document (perhaps
under Section 14.0). [...guidance for future projects...] Statement has been added to
section 14.0.
5) Other comments — DCM typically will only concur with a Consistency Certification
when all State permits are obtained by the applicant, i.e., Stormwater, 401 Certification,
etc. This project may be covered under NCDOT's Stormwater NPDES permit and may
be exempt from DWR's Coastal Stormwater Rules. Any information received or
correspondence regarding State permits should be forwarded to DCM to aid in or
Consistency concurrence evaluation. I This project is covered under the NCDOT NPDES
permit, therefore does not require a separate State Stormwater Permit.
MASON HERNDON — NCDWR email dated 1/13/2014:
1. DWR has reviewed the application and has some concerns with the mitigation and
utility line corridor proposal. As proposed the majority of your restoration area that it
proposed to receive full restoration credit, lies between the proposed fill slope and the
new utility line corridor. It has been our experience that these areas get mowed on a
routine basis. DOT has placed signs in these areas to prevent mowing on other sites
but they often do not deter mowing operators from mowing these areas. The restored
wetlands now flow from the toe of the proposed roadway embankment to the existing
wetlands ensuring hydraulic conductivity.
2. Is it possible to develop an alternative utility line relocation plan where the final
power line corridor incorporates part of the proposed fill section, therefore
minimizing and /or avoiding the amount of clearing required? The objective to would
to minimize the impacts and reduce the final maintained corridor width. I believe we
discussed this at the pre- application meeting we had in your office. The Wetland
Restoration Plan has been revised. The aerial corridor has been removed. ALL
utilities in conflict with the project will be directionally bored prior to construction of
the proposed project.

3. No comments received from Sonia Carrillo - NCDWR
BRAD SHAVER — USACE email dated 1/13/2014:
1. Below were my initial comments regarding the restoration plan. It is true that we can get
the notice on the streets without the full plan but they need to keep that in mind for later. I
too share your concern regarding the strip of restoration bordered on two sides, one Toe
of Fill and the other Power line Corridor. Our experience looking at these sites over the
five to 12 years tells us that as much as DOT will attempt to not have this area mowed it
will likely be mowed. With that in mind I question whether this restoration plan is the
best and I wonder if they should just go to NCEEP for their mitigation needs. Now this
can be corrected as you pointed out by placing the power poles along the toe of fill.
Hopefully NCDOT will consider this. The restored wetlands now flow from the toe of
the proposed roadway embankment to the existing wetlands ensuring hydraulic
conductivity. The Wetland Restoration Plan has been revised. The aerial corridor has
been removed. ALL utilities in conflict with the project will be directionally bored prior
to construction of the proposed project.
2. Finally, Crystal wisely pointed out since we don't have the engineer IP form we don't
have the adjacent property owners who are entitled a copy of the Notice. We have to have
the adjacent property owners in order to put out the initial public notice. ENG form 4345
has been included with this submittal which gives RK &K Agent Authorization and
includes a list of the adjacent property Owners.
3. 1 think Mason is looking through the package as well. I took a quick peak based on what I
had saved electronically and it looks like most of the information is present for a Public
Notice. That said I don't see a restoration plan (soil elevation, planting scheme, etc). I
don't envision it will have to be complicated but it should address any compaction they
encounter and ways to remedy that (ripping or lower excavation and brining in organic
material). Again I want your opinion as to whether or not it would be required to start the
PN but at minimum it is something we will have to get in an acceptable package together
to reference in the permit decision. A restoration Plan is included with this submittal.
4. If you see some other things please keep an inventory and share with Mason so he can
return comments to their original package. Go ahead and included some of this dialogue
if you think it's appropriate. No separate comments received from Crystal Amschler -
USACE.

Y'
STAIZ
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
PAT MCCRORY
GOVI',RNOR
February 28, 2014
N.C. Division of Coastal Management
1638 Mail Service Center
Raleigh, NC 27699 -1638
Attn: Mr. Steve Sollod
NCDOT Division 3 Coordinator
Dear Sir:
ANTHONY J. TATA
SECRETARY
Subject: Submittal of DCM Consistency Certification for the replacement of Bridge Nos. 16 and 20
on NC 211 over Honey Island Swamp in Brunswick County. WBS Element No.
17BP.3.R.26.
The purpose of this letter and information package is to request concurrence from the North Carolina
Division of Coastal Management (NCDCM) for the North Carolina Department of Transportation's
( NCDOT) consistency certification for the above - mentioned project. This package consists of the
supporting project information, including; permit drawings, half size roadway plans, and agency
correspondence.
NCDOT proposes to construct Bridge Nos. 16 and 20 on NC 211 over the Honey Island Swamp.
The project is approximately 0.474 miles in length. NCDOT will be submitting an application for a
U.S. Army Corps of Engineers (USACE) Section 404 Individual Permit as well as a N.C. Division
of Water Resources (DWR) Individual 401 Water Quality Certification in the near future.
NCDOT has reviewed 15 CFR 930.57 -62 as well as relevant portions of the State's coastal program
under 15A NCAC 07. Specifically, we have considered the coastal water quality policies, mitigation
candidacy, and the Brunswick County CAMA Core Land Use Plan. The NCDOT certifies that the
proposed activity complies with the enforceable policies of North Carolina's approved management
program and will be conducted in a manner consistent with such program.
If you have any questions or need additional information please contact me at (919) 878 -9560 or
aburnette @rkk.com.
Sincerely,
A!V- , 4,,
Audrey Burnette
RK &K — Project Engineer
cc list: Karen Fussell, Division Engineer - NCDOT
Amanda Glynn, Division Bridge Program Manager - NCDOT
Stoney Mathis, Division Environmental Officer- NCDOT

Coastal 'Lone Consistency Certification Supporting Information for the NCDOT's Request to
Construct Bridge Nos. 16 and 20 on NC 211 over Honey Island Swamp in Brunswick County.
1.0 Purpose and Need
The purpose for this State Project No. 17BP.3.R.26 is to preserve the mobility and safety of the
traveling public by replacing the existing 59 -year old structurally deficient bridges that can no longer
be addressed by maintenance activities. Bridge No. 16 is a 3 -span timber bridge, 25.4 feet wide by
52.6 feet long. Bridge No. 20 is a 3 -span timber bridge, 25.3 feet wide by 52.4 feet long. They span
Honey Island Swamp on paved NC 211. The underground telecommunication and fiber optic cables
will be relocated aerial onto the joint use power poles.
2.0 Project Description
The replacement structure for Bridge No. 16 will consist of a single span 45" concrete girder bridge
approximately 80 feet long and 34.25 feet wide. The replacement structure for Bridge No. 20 will
consist of a single span 45" concrete girder bridge approximately 85 feet long and 34.25 feet wide.
These bridge lengths are based on final design information and were set by hydraulic requirements.
The bridges will be of sufficient width to provide for two 12 -foot lanes with offsets varying from 4.1
feet to 5.0 feet on Bridge No. 20 with 0.06 superelevations across the bridge and 4 -foot offsets on
Bridge No. 16 on each side in normal crown. The low chord of each new structure will be
approximately at the same as the existing low chord. The land use adjacent the swamp is primarily
forest and game land. The basin character is Coastal Plain Rural.
3.0 Summary of Impacts
Waters of the U.S.: Proposed permanent impacts to jurisdictional areas total 0.97 acres. The impacts
are as follows: 0.463 acres of fill is located in forested wetlands, 0.095 acres of fill is located in
herbaceous wetlands due to the proposed roadway alignment, and 0.23 acres of fill is due to
sloughing which may occur in the wetlands adjacent to the undercut operations. In addition, there is
0.02 acres of permanent mechanized clearing in wetlands at the bridges and along the roadway and
0.16 acres of mechanized clearing in wetlands adjacent the area of undercutting.
Proposed temporary impacts to jurisdictional areas total 0.08 acres. The impacts are as follows: 0.08
acres of hand clearing at the bridges and along the roadway. All underground and aerial utilities in
conflict with the proposed construction will be directionally bored prior to construction.
4.0 Summary of Mitigation
The proposed construction of Bridge Nos. 16 and 20 over Honey Island Swamp will permanently
impact 0.97 acres of jurisdictional riparian wetlands that will require mitigation. The unavoidable
impacts to jurisdictional riparian wetlands will be offset by mitigation provided by NCDOT through
on -site restoration (replacement of the Riverine Swamp Forest community). A total of 1.29 acres of
Riverine Swamp Forest community will be restored on -site.
2

5.0 Project Schedule
Construction phasing of this project will begin with utility relocations then bridge replacement. The
existing bridge will remain in service during the construction of the replacement bridges. The on-
site mitigation work will begin upon completion of the bridge replacements. Permit drawings are
attached. The Construction Date is May 1, 2014.
6.0 SEPA documentation
Information included in this introduction letter, along with attachments is intended to supply
documentation necessary to meet the requirements of the State Environmental Policy Act. Bridge
Nos. 16 and 20 are located on NC 211. NC 211 is used for through traffic which connects US 17
and US 74, for a total of 24 miles, which takes approximately 26 minutes. A total of four
alternatives were studied for replacing Bridge Nos. 16 and 20 in Brunswick County. These
alternatives are described as follows:
• No -Build Alternative
• Alternate I - Replace both bridges on existing alignment,
• Alternate 2 - Replace Bridge No. 20 on new alignment while replacing Bridge No. 16 on
existing alignment using an on -site detour,
• Alternate 3 - Replacing both bridges on new alignment to the east of existing roadway, and
• Alternate 4 - Replacing both bridges on new alignment to the west of existing roadway.
No -Build Alternative
This alternative is not feasible due to the bridges being classified as structurally deficient with
sufficiency ratings of 4 (Bridge 16) and 5 (Bridge 20) out 100. Not replacing the bridges will cause
safety and mobility issues to the traveling public.
Alternate 1
NCDOT Guidelines for Evaluation of Offsite Detours for Bridge Replacement Projects considers
multiple project variables beginning with the additional time traveled by the average road user
resulting from the offsite detour. The eastern loop for the offsite detour for this project would
include continuing on US 17 to NC 87 to US 74. The detour for the average road user would result
in approximately 18 miles additional travel which results in approximately 20 minutes additional
travel time. Up to 6 -month duration of construction is expected on this project.
Based on the Guidelines, the criteria above indicate that a delay of 20 minutes for the average road
user over a 6 month period is unacceptable. Brunswick County Emergency Services has also
indicated that an offsite detour is unacceptable. While project costs and environmental impacts will
be higher, maintenance of traffic onsite during construction is mandatory. NCDOT Division 3
concurs in these recommendations.

Alternate z
This alternative maintains existing traffic "on- site" and was initially supported by NCDOT as the
best alternative to be implemented. However, after further study of the existing soils, it was
determined that significant undercut would be required through adjacent wetlands resulting in
permanent impacts not only along the new location alignment but also on the alignment for the
temporary detour. Significant undercut and permanent impacts along a temporary facility was
deemed "not feasible" which led to the study of Alternatives 3 and 4 which locates the roadway on
new location adjacent to the existing bridges. Permanent wetland impacts for this alternative are l
ac.
Alternative 3
This alternative maintains existing traffic "on- site" and replaces both Bridge Nos. 16 and 20 on new
alignment just east of existing roadway. The new alignment in the area of Bridge No. 20 is identical
to Alternative 2. Permanent wetland impacts for this alternative are 0.97 ac.
Alternative 4
This alternative maintains existing traffic "on- site" and replaces both Bridge Nos. 16 and 20 are on
new alignment just west of existing roadway. The alignment for this alternative is approximately
180' longer than Alternative 3 due to connection to existing alignment on the inside of a horizontal
curve to the south. Permanent wetland impacts for this alternative are 1.11 ac.
Alternatives 3 and Alternative 4 are very similar alignments and have very similar impacts to the
environment. However, Alternative 3 was chosen as the Least Environmentally Damaging
Practicable Alternative (LEDPA) because of the following:
• 0.14 ac. less wetland impacts,
• 180' shorter project length,
• Less required undercut, and
• Less utility impacts.
6.1 Independent Utility
State Project 17BP.3.R.26 is in compliance with 23 CFR Part 771.111(f) which lists the FHWA
characteristics of the independent utility of a project. The project meets the criteria for independent
utility as discussed below:
• The project has logical termini and independent utility and is of sufficient length to
address environmental matters on a broad scope;
The project is usable and a reasonable expenditure of funds, even if no additional
transportation improvements are made in the area; and
The project does not restrict consideration of alternatives for other reasonably foreseeable
transportation improvements.
M

7.0 Resource Status
The project is located in the Lumber River Basin and lies within Hydrologic Unit 03040206
(Subbasin 03- 07 -57). This is within the Middle Atlantic Coastal Plain ecoregion.
7.1 Wetland Delineations
The wetlands within the study area were delineated based on the 1987 U.S. Army Corps of
Engineers (USACE) Wetland Delineation Manual (Atlantic and Gulf Coastal Plain Supplement) and
a preliminary design was prepared to avoid and minimize impacts to wetlands to the maximum
extent possible. Wetland delineations for the study area were performed on September 07, 2011 by
NCDOT staff members Lance Fontaine, John Merritt and Chris Underwood. Chris Manley and
Stoney Mathis further defined the jurisdictional areas in early 2013. The wetland area to the far
north and right side of the project beginning at approximate Station 42 +80 RT was added in late
April 2013 by Chris Manley and Stoney Mathis when the scope of the project area was extended.
This delineation was later field verified by Mr. Brad Shaver (USACE, Wilmington District) on April
17, 2013. The study area was revisited by Stoney Mathis ( NCDOT), Hal Bain (RK &K), Pete
Stafford (RK &K) and Audrey Burnette (RK &K) on November 04, 2013.
7.2 Stream Delineations
Data collected for streams were derived from USGS topographic maps, the Brunswick County Soil
Survey (USDA, 1990), and site reconnaissance: The data included stream classifications, which are•
presented in the attached documentation. A stream characterization and delineation was conducted
by Hal Bain (RK &K) and Pete Stafford (RK &K) on November 04, 2013. A previous site visit to
confirm the presence of jurisdictional streams within the project study area was conducted by Stoney
Mathis ( NCDOT), Brad Shaver (USACE Wilmington District) and Mason Herndon (NCDWR) on
April 17, 2013.
7.3 Characterization of Jurisdictional Sites
7.3.1 Wetlands
There is approximately 2.41 acres of wetlands within the project area. There is one wetland
community found within the project study area. Field investigations conducted on September 07,
2011 and revisited on November 04, 2013 identified one wetland community (Riverine Swamp
Forest) found within the project study area. This community dominates the project study area and
generally begins at the toe of the existing roadway fill section. Information about this wetland
complex can be found in the attachments to this letter report which includes a vicinity map, USACE
wetland data forms and preliminary design plans depicting the extent of the wetlands within the
project study area.
9

J V~
7.3-2 Streams
There is approximately 177 linear feet of stream within the project area. Best Usage Classification
for the jurisdictional stream, Honey Island Swamp, is C & Sw (Swamp Waters). Neither High
Quality Waters (HQW), Water Supplies (WS -I: undeveloped watersheds or WS -II: predominately
undeveloped watersheds), nor Outstanding Resource Waters (ORW) occur within 1.0 mile of the
project study area. The. two stream segments are not designated as a North Carolina Natural or
Scenic River, or as a National Wild and Scenic River. Honey Island Swamp is not listed on the
Final 2012 Section 303(d) list of impaired waters.
7.4 Impacts to .turisdictional Resources
Impacts to jurisdictional wetlands for State Project 17BP.3.R.26 are summarized below-:
Permanent Impacts: Proposed permanent impacts for the replacement of Bridge Nos. 16 and 20
include fill in wetlands and mechanized clearing in wetlands totaling 0.97 acres of permanent
impacts to riparian wetlands.
Temporary pacts: There will be 0.08 acres of temporary hand - clearing at the bridges and along
the roadway in jurisdictional wetlands due to project construction.
Utility Impacts: All underground and aerial utilities in conflict with the proposed construction will
be directionally bored prior to construction.
It is anticipated that no impacts to streams will result from project construction.
8.0 Protected Species
Plants and animals with federal classification of Endangered (E), Threatened (T), Proposed
Endangered (PE), and Proposed Threatened (PT) are protected 'under provisions of Section 7 and
Section 9 of the Endangered Species Act of 1973, as amended, or by provisions of the Bald and
Golden Eagle Act (BGPA). The United States Fish and Wildlife Service (USFWS, 2013) lists 15
federally protected species for Brunswick County as of the November 18, 2013 listing (Table 1).
Table 1 Federally Protected Species in Brunswick Countv
G
Federal
Habitat .
Biological Conclusion
Common Name
Scientific Name
Status*
Present
American alligator
Alligator
T (S /A)
Yes
N/A
mississippiensis
Acipenser oxyrinchus
No Effect
Atlantic sturgeon
ox rinchus
E
No
Bald eagle
Haliaeetus
BGPA
No
No Effect
leucoce halus
Green sea turtle
Chelonia mydas
T
No
No Effect
Kemp's r le sea
Lepidochelys kempii
E
No
No Effect
turtle
Leatherback sea turtle
Dermochelys coriacea
E
No
No Effect
G

Common Name
Scientific Name
Federal
Status*
Habitat
Present
Biological Conclusion
Loggerhead sea turtle
Caretta caretta
T
No
No Effect
Piping plover
Charadrius melodus
T
No
No Effect
Red - cockaded
woodpecker
Picoides borealis
E
No
No Effect
Shortnose sturgeon
Acipenser brevirostrum
E
No
No Effect
West Indian manatee
Trichechus manatus
E
No
No Effect
Wood stork
Mycteria americana
E
No
No Effect
Cooley's meadowrue
Thalictrum cooleyi
E
No
No Effect
Rough - leaved
loosestrife
Lysimachia
as erulae olia
E
No
No Effect
Seabeach amaranth
Amaranthus pumilus
T
No
No Effect
T UUVA = Liald and golden Eagle Protection Act, E = Endangered, T = Threatened, T(S /A) _
Threatened (Similarity of Appearance)
The NC Natural Heritage Program (NCNHP) database (updated November 2013) was also reviewed
for recorded occurrences of protected species. No occurrences of federally protected species were
recorded within one mile for the project study area. Comments received from the USFWS dated
September 15, 2011 are included in the attachments to this package.
8.1 Bald and Golden Eagle Protection Act (BGPA)
In the July 9, 2007 Federal Register (72:37346- 37372), the bald eagle was declared recovered, and
removed (de- listed) from the Federal List of Threatened and Endangered Wildlife. This delisting
took effect August 8, 2007. After delisting, the Bald and Golden Eagle Protection Act (Eagle Act)
(16 U.S.C. 668 -668d) became the primary law protecting bald eagles. No nesting and /or foraging
habitat for the bald eagle is present within the project study area or within 660 feet of the project
study area.
8.2 Moratorium
There is no in -water work moratorium recommended for State Project 17BP.3.R.26. The
communication with the North Carolina Wildlife Resources Commission (Travis Wilson) is included
as an attachment to this package.
9.0 Cultural Resources
The potential effect of the proposed project on cultural resources in the project area was evaluated in
accordance with Section 106 of the National Historic Preservation Act of 1966, as amended.
NCDOT Historic Architecture staff communications, dated November 20, 2013 determined that
replacement of the existing structures (Bridge Nos. 16 and 20) will Not Adversely Impact any
historic buildings or landscapes. The referenced communications are included as attachments to this
package.
7

An archaeological survey of the project's Area of Potential Effect (APE) was conducted by NCDOT
archaeologists to determine the project's impact on significant archaeological or historical resources.
NCDOT Archaeological staff communications, dated November 06, 2013 indicate that no
archaeological sites were found within the project's APE. Therefore, no additional archaeological
investigation is recommended for this project. The referenced communications are included as
attachments to this package.
10.0 FEMA Compliance
Honey Island Swamp is a FEMA regulated stream. Bridge Nos. 16 and 20 can be found on FIRM
maps 37201184 and 37201186, dated June 2, 2006. The replacement of these bridges produced a
0.01 foot increase in the water surface elevation between the Revised Model and the Corrected
Effective Model just downstream of the bridge. No existing structures are impacted by this increase.
This increase is categorized as a Type 2D MOA, which is a category within the Memorandum of
Agreement (MOA) between NCDOT and Floodplain Mapping. This increase ,has already been
approved by the appropriate state and local officials as well as the Federal Emergency Management
Agency (FEMA) to assure compliance with federal, state, and local floodway regulations.
11.0 Mitigation Options
The NCDOT has investigated potential on -site wetland mitigation opportunities. However, if on -site
mitigation is not feasible, mitigation will be provided by the North Carolina Department of
Environment and Natural Resources Ecosystem Enhancement Program ( NCEEP). In accordance
with the Memorandum of Agreement dated July 22, 2003 between NCDOT and U.S. Army Corps of
Engineers, the NCEEP may provide off -site mitigation to satisfy the Federal Clean Water Act
compensatory mitigation requirements for this project.
Permanent impacts to jurisdictional wetlands totaling 0.97 acres of Riverine Swamp Forest
(NCWAM wetland type) will occur as a result of project construction adjacent to the existing
roadway /bridge location. NCDOT plans to provide (1.29 acres) on -site replacement (restoration) by
removal of the existing roadway bed and roadway fill down to the natural wetland elevation. Please
see the cross sections in the "On -Site Wetland Restoration Plan Set" for target elevations.
Replanting with species dominant in the adjacent Riverine Swamp Forest (Honey Island Swamp)
will be conducted in these areas. Please see the planting details in the "On -Site Wetland Restoration
Plan Set ". It is anticipated that three years of visual monitoring of vegetation will be conducted.
11.1 Avoidance and Minimization
All jurisdictional features were delineated, field verified and surveyed within the corridor for the NC
211 bridge replacements. Using these surveyed features, preliminary designs were adjusted to avoid
and /or minimize impacts to jurisdictional areas. NCDOT employs many strategies to avoid and
minimize impacts to jurisdictional areas in all of its designs. Many of these strategies have been
incorporated into BMP documents that have been reviewed and approved by the resource agencies
and which will be followed throughout construction. Individual avoidance and minimization items
are as follows:
8

• No staging of construction equipment or storage of construction supplies will be allowed in
wetlands or near surface waters.
• The project was designed to avoid or minimize disturbance to aquatic life movements by use of
single span bridges. The spans were maximized while maintaining the same vertical clearances
as the existing bridges. There are no deck drains. The bridge runoff is collected at the low point
of each bridge and discharges outside of the jurisdictional waters. A rip rap pad was used to
diffuse the velocities before entering the wetlands at the pipe outlet for the drainage structure at
Bridge No. 20. A preformed scour hole was used to diffuse the velocities before entering the
wetlands at the pipe outlet for the drainage structure at Bridge No. 16. There is a swale from sta.
36 +10 to sta. 37 +50 LT that dissipates the roadway runoff before it enters the restored wetland
area.
• NCDOT will minimize long -term water quality impacts through the use of the most recent Best
Management Practices for Protection of Surface Waters, as identified in the Federal Aid
Highway Program (FHPM) and North Carolina Administrative Code, Chapter 4.
• NCDOT and its contractors will not excavate, fill, or perform land clearing activities within
Waters of the U.S.`or any areas under the jurisdiction of the USACE, except as authorized by the
USACE. To ensure that all borrow and waste activities occur on high ground, except as
authorized by permit, the NCDOT shall require its contractors to identify all areas to be used to
borrow material, or to dispose of dredged, fill or waste material. Documentation of the location
and characteristics of all borrow and disposal sites associated with the project will be available to
the USACE on request.
• The use of reinforced 2:1 fill slopes in jurisdictional areas which will be stabilized with
geotextile fabric and vegetation as outlined in the Geotechnical Report dated 12/2013. This
report is included as part of the project Contract Documents.
• NCDOT will implement Best Management Practices for Bridge Demolition and Removal. The
asphalt - wearing surface of the two bridges and bridge rails will be removed without dropping
them into the water prior to bridge demolition.
• Turbidity curtains will be installed around existing interior bents prior to extraction of the piles.
The timber piles encased in concrete will be extracted with a vibratory hammer and crane, to
minimize disturbance to the natural stream.
• Silt fence and coir fiber wattle barrier will be used during construction to prevent sediment from
entering the wetlands and jurisdictional waters.
• All aerial and underground utilities in conflict with the project will be directionally bored below
the proposed wetland restoration area prior to construction.
• The use of hand clearing rather than mechanized clearing where possible.
• High visibility fencing will be utilized to identify environmentally sensitive areas that are not to
be impacted.
11.2 Compensation
Although NCEEP is available for mitigation by compensation, there are on -site opportunities
available. See Section 1 l .0 Mitigation Options for more information.
12.0 Indirect and Cumulative Effects
Information associated with the subject project study area revealed that no significant impacts to
natural, ecological, cultural, scenic, or community resources are expected due to the construction of
0

the subject project. Any direct impacts to resources have been avoided (where possible), minimized,
and mitigated. The bridges are being replaced immediately upstream of the existing structures and
these replacements are not creating any new development access to adjacent land or offering any
significant travel time savings. Therefore, no indirect or cumulative effects are expected due to the
construction of State Project 17BP.3.R.26.
13.0 Other Permits
In addition to the DCM Consistency Determination for State Project 17BP.3.R.26 Brunswick
County Bridges 16 and 20, permits to be obtained include an Individual 404 permit, an Individual
401 Water Quality Certification. NCDOT is no longer required to apply for a separate State
Stormwater Permit as this project is covered by compliance with their NPDES permit.
14.0 Division of Coastal Management (DCM) General Policy Guidelines for the Coastal
Area
The general policy guidelines in 15A NCAC 07 have been reviewed for applicability to this project
in its entirety. State Project 17BP.3.R.26 will not impact any AECs. Specifically, the .0700 rules
(mitigation), and the .0800 rules (water quality) were reviewed for compliance for State Project
17BP.3.R.26. This project will not affect shoreline erosion or shoreline access. However, this
project will require compensatory mitigation and impact water quality. The project has been
designed to avoid and minimize jurisdictional areas to the largest extent practical. Best
Management Practices will be in place during construction; mitigation will be accomplished
through on -site opportunities (restoration of riverine swamp forest by removal of existing roadway
fill along with replanting). If NCDOT determines that on -site restoration opportunities are not
viable then, in -lieu fee compensatory mitigation will be provided through NCEEP.
15.0 Brunswick County Multi - Jurisdictional CAMA Core Land Use Plan
The Brunswick County Multi - Jurisdictional CAMA Core Land Use Plan (adopted in 2007) was
reviewed for policies and statements that would pertain to this project. The purpose and need for this
project is stated in Section 1.0 of this document. Please refer to Section 12.0 for indirect and
cumulative effects.
The Brunswick County Vision Statement (section 4, page 5) of the Brunswick County Multi -
Jurisdictional CAMA Core Land Use Plan (2007) states:
"Brunswick County shall seek to preserve and enhance its natural and human resources. The
County will plan for and accommodate future growth while simultaneously maintaining the
quality of life for current and future residents. Brunswick County will pursue accomplishment of
the following mission statements:
• Set high standards for responsible, well managed growth, and guide development patterns
through comprehensive planning and community involvement.
• Develop a high degree of cooperation among County government and municipal
governments and citizens.
• Promote quality education and lifelong learning opportunities in Brunswick
• County.
U17

• Identify goals and propose strategies for the development of new businesses and industries,
agribusinesses, seafood products, tourism, and recreational and retirement areas in all parts of
the County.
• Provide an infrastructure system that meets the present and future needs of its citizens, supports a
vibrant economy, protects the environment, and adds to the overall quality of life.
• Provide county -wide services that enhance the health, safety, and quality of life for Brunswick
County citizens.
• Enable Brunswick County residents to meet their needs for food, clean water, clothing, housing,
employment, health care, and life enrichment activities."
The Brunswick County Multi- Jurisdictional CAMA Core Land Use Plan also states (Section 5, page
107) Brunswick County was the fourth fastest growing county in North Carolina between 2000 and
2005. "The significant population growth translates into significant land development. The County is
concerned about inadequate roads to accommodate this growth. It is critical that the County work
with the state to plan for road improvements, the proper size and location of future roads, and
funding options." The plan also states (Section 6, page 45) Brunswick County will undertake actions
to support maintenance of safe hurricane evacuation routes.
State Project 17BP.3.R.26 is to preserve the mobility and safety of the traveling public by replacing
the existing 59 -year old structurally deficient bridges that can no longer be addressed by
maintenance activities.
Based on the information stated above, NCDOT concludes that this project is consistent with the
Brunswick County Multi- Jurisdictional CAMA Core Land Use Plan (2007).

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41 1 / I DECEMBER 2013
Source: USGS 7.5 Minute Quadrangle, Honey Island, NC

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Zinka
http://polIux.rkk.com/zimbra/h/printmessage?id-89002&part--4
Zimbra
Brunswick - Pender Design Build Bridge Projects
From :Stephen Lane <stephen.lane @ncdenr.gov>
Subject : Brunswick - Pender Design Build Bridge
Projects
To : Pamela R Williams <prwilliams @ncdot.gov>
Cc: Amanda T Glynn <atglynn @ncdot.gov >,
Stonewall D Mathis <smathis @ncdot.gov >,
Brad E SAW Shaver
<Brad.E.Shaver @usace.army.mil >, Mason
Herndon <mason.herndon @ncdenr.gov>
Hi Pam,
aburnette @rkk.com
Fri, Oct 28, 2011 02:15 PM
The following projects will require either a CAMA General or Major Permit from the
Division of Coastal Management, depending of the specific design of the project.
Brunswick Bridge # 25 over Midway Branch /River Swamp on SR1500
Brunswick Bridge # 54 over Hood Creek on NC87
Pender Bridge #144 over Colly Creek on SR1102
The following projects will not require a permit from our Division.
Brunswick Bridge # 3 over Banton Branch on SR1455
Brunswick Bridge #16 over Honey Island Swamp on NC211
Brunswick Bridge #20 over Honey Island Swamp on NC211
Brunswick Bridge #101 over Red Run on SR1401
Brunswick Bridge #102 over Pinch Gut Creek on SR1401
Brunswick Bridge #142 over Hickman Branch on SR1301
Brunswick Bridge #169 over Branch of Lockwood Folly River on SR1115
Brunswick Bridge #200 over Branch of Juniper Creek on SR1340
Pender Bridge #215 over Buckle Creek on SR1104
Please let me know if I may further assist you with any of these projects.
I of 2 12/9/2013 4:11 PM

Zimbra
http://polILLx.rkk.com/zimbra/h/printmessage?id=89002&part--4
Sincerely,
Stephen Lane
Coastal Management Representative
E -mail correspondence to and from this address may be subject to
the North Carolina Public Records Law and may be disclosed to
third parties.
2 of 2 12/9/2013 4:11 PM

4 11
,T° rF, United States Department of the Interior
ZA
4
y a FISH AND WILDLIFE SERVICE
Raleigh Field Office
y ao Post Office Box 33726
4RCH 9 e Raleigh. North Carolina 27636 -3726
September 15, 2011
Pamela R. Williams
North Carolina Department of Transportation
Transportation Program Management Unit
1595 Mail Service Center
Raleigh, North Carolina 27699 -1595
Dear Ms. Williams:
This letter is in response to your request for comments from the U.S. Fish and Wildlife Service
(Service) on the potential environmental effects of the proposed replacement of several bridges
in Divisions 1 -8. These bridge replacements are part of the state- funded Year 1 Master List (see
attached truncated list). The following corments provide information in accordance with
provisions of the National Environmental Policy Act (42 U.S.C. 4332(2)(c)) and Section 7 of the
Endangered Species Act of 1973, as amended (16 U.S.C. 1531- 1543).
Specific Comments
Division 1
Approximately 10 out of the 12 bridges in Division 1 occur within the boundaries of either
Alligator River National Wildlife Refuge or Mattamuskeet National Wildlife Refuge. Possible
concerns with these bridges include wildlife passage along riparian areas, boater access, and the
use of Refuge lands. The Service plans to attend the November 14 -15, 2011 field scoping
meetings for the projects within Refuge boundaries. We request that you schedule the projects
that are outside Refuge boundaries last, as it not necessary for us to attend those meetings.
Division'?
The Service does not have any specific concerns for any of these projects. We do not plan to
attend any of the field scoping meetings.
Division 3
The Service does not have any specific concerns for any of these projects. We do not plan to
attend any of the field scoping meetings.
Division 4
The Service agrees with the NCDOT assessment that mussel surveys are needed for Structure
Numbers 500070 (Meuse River), 500071 (Buffalo Creek), 500072 (Swift Creek), 500236 (Little
River), 500240 (Buffalo Creek), and 500282 (Buffalo Creek) in Johnston County. The federally
endangered dwarf wedgemussel (Alasmidonta heterodon) has either recently or historically been
found in each of the streams for these six sites. Also, the federally endangered Tar River

spinymussel (Elliptio steinstansana) has recently been observed in the Little River. At a
minimum, informal Section 7 consultation will likely be necessary for these six sites. Depending
upon survey data and other information to be obtained, formal Section 7 consultation may or
may not be necessary. The Service would like to attend the scheduled field scoping meetings for
Stricture Numbers 500070, 500071, 500072, 500236, 500240, and 500282 only. However, Gary
Jordan of my staff is only available on October 13. We request that you schedule the meetings
for these six projects on that date only. We do not have any specific concerns for the other
projects within Division 4.
Division 5
The Service does not have any specific concerns for any of these projects. We do not plan to
attend any of the field scoping meetings.
Division 6
The Service does not have any specific concerns for any of these projects. We do not plan to
attend any of the field scoping meetings.
Division 7
The Service agrees with the NCDOT assessment that mussel surveys are needed for Structure
Numbers 780037 (Jacob's Creek), 780071 (Rock Creek), 780129 (Prong Jacob's Creek) and
780218 (Quaqua Creek) in Rockingham County. These projects fall within the potential range of
the federally endangered James spinymussel (Pleurobema collina). We understand that a mussel
survey was conducted on August 25, 2011 for 780153 (Hogan's Creek), but we have not yet
been provided the results. The Service also agrees that surveys should be conducted for the
federally endangered Roanoke logperch (Percina rex) for Structure Numbers 780037 (Jacob's
Creek), 780071 (Rock Creek), 780129 (Prong Jacob's Creek) and 780218 (Quaqua Creek) in
Rockingham County. We understand that fish surveys were conducted in August 2011 for
780073 (Town Creek) and 780153 (Hogan's Creek) in Rockingham County, and that informal
Section 7 consultation is likely needed. The Service would like to attend the field scoping
meetings scheduled for September 28 -30, 2011 for Structure Numbers 780037, 780071, 780073,
780129, 780153 and 780218 only. However, Gary Jordan of my staff is unavailable for these
dates. The Service requests that NCDOT provide for an alternative meeting date for these six
projects, preferably on the same day. At a minimum, informal Section 7 consultation is likely
for some or all of these six projects. We do not have any specific concerns for the other projects
within Division 7.
Division 8
The Service agrees with the NCDOT assessment that surveys should be conducted for the
federally endangered Cape Fear shiner (Notropis mekistocholas) at Structure Number 180141
(Rocky River) in Chatham County and Structure Numbers 620059 (McLendons Creek) and
620090 (Cabin Creels) in Moore County. Structure Number 180141 is of particular concern
since it is located a few miles upstream of designated critical habitat for the Cape Fear shiner.
There are tentative plans to augment the Cape Fear shiner population in the Rocky River in order
to aid the recovery of the species. Although this augmentation would occur downstream in the
designated critical habitat, it is expected that Cape Fear shiners would utilize available habitat
upstream at and near the location of Stricture Number 180141. As another effort at recovering
the species, there is the potential that a dam removal upstream of Structure Number 180141 may
occur in the future, thus opening up additional habitat for Cape Fear shiners. The Service would

like to attend the scheduled field scoping meetings for Structure Numbers 180141 and 620059
only. However, Gary Jordan of my staff is available only on the October 6, 2011 date. We
request that you schedule these two field meetings consecutively on that date only. At a
minimum, informal Section 7 consultation is likely for one or more of these projects.
The following Structure Numbers in Randolph County fall within the potential range of the
federally endangered Schweinitz's sunflower (Helianthus schweinitzii): 750002, 750029,
750067, 750075 and 750400. The Service recommends that surveys for this species be
completed during the optimal survey window of late August — October for these five bridges.
Please note that due to the time sensitive nature of these bridge projects, it is imperative that
Schweinitz's sunflower surveys happen very soon. Otherwise, the projects may be delayed due
to having to wait until the next survey season in 2012.
General Comments
The Service recommends the following general conservation measures to avoid or minimize
environmental impacts to fish and wildlife resources:
I. Wetland, forest and designated riparian buffer impacts should be avoided and minimized
to the maximum extent practical;
2. If unavoidable wetland or stream impacts are proposed, a plan for compensatory
mitigation to offset unavoidable impacts should be provided early in the planning
process;
3. Off -site detours should be used rather than construction of temporary, on -site bridges.
For projects requiring an on -site detour in wetlands or open water, such detours should be
aligned along the side of the existing structure which has the least and/or least quality of
fish and wildlife habitat. At the completion of construction, the detour area should be
entirely removed and the impacted areas be planted with appropriate vegetation,
including trees if necessary;
4. Wherever appropriate, construction in sensitive areas should occur outside fish spawning
and migratory bird nesting seasons. In waterways that may serve as travel corridors for
fish, in -water work should be avoided during moratorium periods associated with
migration, spawning and sensitive pre -adult life stages. The general moratorium period
for anadromous fish is February 15 - June 30;
New bridges should be long enough to allow for sufficient wildlife passage along stream
corridors;
6. Best Management Practices (BMP) for Construction and Maintenance Activities should
be implemented;
7. Bridge designs should include provisions for roadbed and deck drainage to flow through
a vegetated buffer prior to reaching the affected stream. This buffer should be large
enough to alleviate any potential effects from run -off of storm water and pollutants;

8. The bridge designs should not alter the natural stream and stream -bank morphology or
impede fish passage. To the extent possible, piers and bents should be placed outside the
bank -full width of the stream; and
9. Bridges and approaches should be designed to avoid any fill that will result in damming
or constriction of the channel or flood plain. If spanning the flood plain is not feasible,
culverts should be installed in the flood plain portion of the approach to restore some of
the hydrological functions of the flood plain and reduce high velocities of flood waters
within the affected area.
Section 7(a)(2) of the Endangered Species Act requires that all federal action agencies (or their
designated non - federal representatives), in consultation with the Service, insure that any action
federally authorized, funded, or carried out by such agencies is not likely to jeopardize the
continued existence of any federally threatened or endangered species. To assist you, a county -
by- county list of federally protected species known to occur in North Carolina and information
on their life histories and habitats can be found on our web page at http://www.fws..gov/nc-
es/es/countyfr.ht-ml .
If you determine that the proposed action may affect (i.e. likely to adversely affect or not likely
to adversely affect) a listed species, you should notify this office with your determination, the
results of your surveys, survey methodologies and an analysis of the effects of the action on
listed species, including consideration of direct, indirect and cumulative effects, before
conducting any activities that might affect the species. If you determine that the proposed action
will have no effect (i.e. no beneficial or adverse, direct or indirect effect) on listed species, then
you are not required to contact our office for concurrence.
The Service appreciates the opportunity to comment on this project. If you have any questions
regarding our response, please contact Mr. Gary Jordan at (919) 856 -4520, ext. 32.
Sincerely,
Pete Benjamin
Field Supervisor
Attachment: Truncated Master List - Divisions 1 -8
Electronic cc: Bill Biddlecome, USACE, Washington, NC
Tom Steffens, USACE, Washington, NC
Brad Shaver, USACE, Wilmington, NC
Eric Alsmeyer, USACE, Wake Forest, NC
Ronnie Smith, USACE, Wilmington, NC
Andy Williams, USACE, Wake Forest, NC
Travis Wilson, NCWRC, Creedmoor, NC
Chris Militscher, USEPA, Raleigh, NC

® North Carolina Wildlife Resources Commission
Gordon Myers, Executive Director
MEMORANDUM
TO: Pamela R. Williams.
Transportation Program Management Unit, NCDOT
FROM: Travis Wilson, Highway Project Coordinator
Habitat Conservation Program
DATE: October 7, 2011
SUBJECT: Division 3 Bridge Replacements
Biologists with the N. C. Wildlife Resources Commission (NCWRC) have reviewed the
information provided and have the following preliminary comments on the subject project. Our
comments are provided in accordance with provisions of the National Environmental Policy Act
(42 U.S.C. 4332(2) (c)) and the Fish and Wildlife Coordination Act (48 Stat. 401, as amended;
16 U.S.C. 661- 667d).
Our standard recommendations for bridge replacement projects of this scope are as
follows:
1. We generally prefer spanning structures. Spanning structures usually do not require
work within the stream and do not require stream channel realignment. The horizontal
and vertical clearances provided by bridges allows for human and wildlife passage
beneath the structure, does not block fish passage, and does not block navigation by
canoeists and boaters.
2. Bridge deck drains should not discharge directly into the stream.
3. Live concrete should not be allowed to contact the water in or entering into the stream.
4. If possible, bridge supports (bents) should not be placed in the stream.
5. If temporary access roads or detours are constructed, they should be removed back to
original ground elevations immediately upon the completion of the project. Disturbed
areas should be seeded or mulched to stabilize the soil and native tree species should
be planted with a spacing of not more than 10'x10'. If possible, when using temporary
Mailing Address: Division of Inland Fisheries • 1721 Mail Service Center • Raleigh, NC 27699 -1721
Telephone: [phone] • Fax: [phone]

Bridge Memo Page 2 October 7, 2011
structures the area should be cleared but not grubbed. Clearing the area with chain
saws, mowers, bush -hogs, or other mechanized equipment and leaving the stumps and
root mat intact, allows the area to revegetate naturally and minimizes disturbed soil.
6. A clear bank (riprap free) area of at least 10 feet should remain on each side of the
steam underneath the bridge.
7. In trout waters, the N.C. Wildlife Resources 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 and we can
recommend that the project require an individual `404' permit.
8. In streams that contain threatened or endangered species, NCDOT biologist Mr.
Logan Williams 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
"Stream Crossing Guidelines for Anadromous Fish Passage (May 12, 1997)" should
be followed.
10. Sedimentation and erosion control measures sufficient to protect aquatic resources
must be implemented prior to any ground disturbing activities. Structures should be
maintained regularly, especially following rainfall events.
11. Temporary or permanent herbaceous vegetation should be planted on all bare soil
within 15 days of ground disturbing activities to provide long -term erosion control.
12. All work in or adjacent to stream waters should be conducted in a dry work area.
Sandbags, rock berms, cofferdams, or other diversion structures should be used where
possible to prevent excavation in flowing water.
13. Heavy equipment should be operated from the bank rather than in stream channels in
order to minimize sedimentation and reduce the likelihood of introducing other
pollutants into streams.
14. Only clean, sediment -free rock should be used as temporary fill (causeways), and
should be removed without excessive disturbance of the natural stream bottom when
construction is completed.
15. During subsurface investigations, equipment should be inspected daily and
maintained to prevent contamination of surface waters from leaking fuels, lubricants,
hydraulic fluids, or other toxic materials.
If corrugated metal pipe arches, reinforced concrete pipes, or concrete box culverts are
used:
1. The culvert must be designed to allow for aquatic life and fish passage. Generally, the
culvert or pipe invert should be buried at least 1 foot below the natural streambed
(measured from the natural thalweg depth). If multiple barrels are required, barrels
other than the base flow barrel(s) should be placed on or near stream bankfull or
floodplain bench elevation (similar to Lyonsfield design). These should be

Bridge Memo Page 3 October 7, 2011
reconnected to floodplain benches as appropriate. This may be accomplished by
utilizing sills on the upstream and downstream ends to restrict or divert flow to the
base flow barrel(s). Silled barrels should be filled with sediment so as not to cause
noxious or mosquito breeding conditions. Sufficient water depth should be provided
in the base flow barrel(s) during low flows to accommodate fish movement. If
culverts are longer than 40 -50 linear feet, alternating or notched baffles should be
installed in a manner that mimics existing stream pattern. This should enhance
aquatic life passage: 1) by depositing sediments in the barrel, 2) by maintaining
channel depth and flow regimes, and 3) by providing resting places for fish and other
aquatic organisms. In essence, base flow barrel(s) should provide a continuum of
water depth and channel width without substantial modifications of velocity.
2. If multiple pipes or cells are used, at least one pipe or box should be designed to
remain dry during normal flows to allow for wildlife passage.
3. Culverts or pipes should be situated along the existing channel alignment whenever
possible to avoid channel realignment. Widening the stream channel must be avoided.
Stream channel widening at the inlet or outlet end of structures typically decreases
water velocity causing sediment deposition that requires increased maintenance and
disrupts aquatic life passage.
4. Riprap should not be placed in the active thalweg channel or placed in the streambed
in a manner that precludes aquatic life passage. Bioengineering boulders or structures
should be professionally designed, sized, and installed.
In most cases, we prefer the replacement of the existing structure at the same location
with road closure. If road closure is not feasible, a temporary detour should be designed and
located to avoid wetland impacts, minimize the need for clearing and to avoid destabilizing
stream banks. If the structure will be on a new alignment, the old structure should be removed
and the approach fills removed from the 100 -year floodplain. Approach fills should be removed
down to the natural ground elevation. The area should be stabilized with grass and planted with
native tree species. If the area reclaimed was previously wetlands, NCDOT should restore the
area to wetlands. If successful, the site may be utilized as mitigation for the subject project or
other projects in the watershed.
Project specific comments:
• Brunswick County 090003 Bridge #3 over Banton Branch on SR 1455: We recommend
replacing this bridge with a bridge. Standard recommendations apply.
Brunswick County 090016 Bridge #16 over Honey Island Swamp on NC 211: Juniper
Creek Game Land is located within the project study area, DOT should coordinate
closely with NCWRC during the design and construction of this project to avoid and
minimize impacts to this area. We recommend replacing this bridge with a bridge.
Standard recommendations apply.
Brunswick County 090020 Bridge #20 over Honey Island Swamp on NC 211: Juniper
Creek Game Land is located within the project study area, DOT should coordinate
closely with NCWRC during the design and construction of this project to avoid and

Bridge Memo Page 4 October 7, 2011
minimize impacts to this area. We recommend replacing this bridge with a bridge.
Standard recommendations apply.
• Brunswick County 090025 Bridge #25 over Midway Branch/River Swamp on SR 1500:
We recommend replacing this bridge with a bridge. Standard recommendations apply.
• Brunswick County 090054 Bridge #54 over Hood Creek on NC 87: We recommend
replacing this bridge with a bridge. Standard recommendations apply.
• Brunswick County 090101 Bridge #101 over Branch Pinch Gut Creek on SR 1401: We
recommend replacing this bridge with a bridge. Standard recommendations apply.
• Brunswick County 090102 Bridge #102 over Pinch Gut Creek on SR 1401: We
recommend replacing this bridge with a bridge. Standard recommendations apply.
• Brunswick County 090142 Bridge #142 over Hickman Branch on SR 1301: We
recommend replacing this bridge with a bridge. Standard recommendations apply.
• Brunswick County 090169 Bridge #169 over Branch Lockwood Folly River on SR 1115:
This area is designated as a Primary Nursery Area; therefore WRC request an in -water
work moratorium from February 15 to September 30. We recommend replacing this
bridge with a bridge. Standard recommendations apply.
• Brunswick County 090200 Bridge #200 over Branch Juniper Creek on SR 1340: We
recommend replacing this bridge with a bridge. Standard recommendations apply.
• Pender County 700144 Bridge #144 over Colly Creek on SR 1102: We recommend
replacing this bridge with a bridge. Standard recommendations apply.
• Pender County 700215 Bridge #215 over Buckle Swamp Creek on SR 1104: We
recommend replacing this bridge with a bridge. Standard recommendations apply.
If you need further assistance or information on NCWRC concerns regarding bridge
replacements, please contact me at (919) 528 -9886. Thank you for the opportunity to review and
comment on this project.

Project Tracking No.:
11 -08 -0076
RESUBMIT
oaf ,40 NO ARCHAEOLOGICAL SURVEY REQUIRED FORM
This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not 6?'
:
valid for Historic Architecture and Landscapes. You must consult separately with the
Historic Architecture and Landscapes Group. �
PROJECT INFORMATION
Project No: Bridge 20
WBS No: 17BP.3.R.26
F. A. No:
Federal Permit Required?
County:
Document.
Brunswick
MCS
Funding: ® State ❑ Federal
® Yes ❑ No Permit Type: NWP14
Project Description: This project proposes to replace Bridge 20, which carries NC211 over Honey Swamp in
Brunswick County, North Carolina. The undertaking involves the replacement of the structure to the north and
east side of the existing alignment. The existing facility will be utilized as the onsite detour. The archaeological
Area of Potential Effects (APE) encompasses both the Bridge 16 and Bridge 20 replacement locations and
extends 700ft south of Bridge 20 and 1000ft north of Bridge 16. The width of the APE is approximately 200ft
(75ft to the west and south of the existing center -line as before, and an additional 125ft to the north and east of
the existing NC211 center - line).
SUMMARY OF CULTURAI, RESOURCES REVIEW
Brief description of review activities, results of review, and conclusions:
The project area is located in the north - central portion of Brunswick County, southeast of Lake Waccamaw on the
Columbus /Brunswick County border within the small Honey Island community. Honey Island Swamp appears to
constitute a combination stream and channelized drainage feature carved through natural wetlands. It flows
generally east to west through the project area. This entire area is subsumed within the Green Swamp, portions of
which are drained by and empty into both the Shallotte and Lockwoods Folly Rivers to the south of t1SIT The APE
is dominated by wetlands, poorly drained soils on low floodplain ground surfaces, and drained forested lands near
the southern and northern APE boundaries.
First, construction design data and other pertinent project information was examined for determining the
character and extent of potential impacts to the ground surfaces surrounding Bridge 20. Once an APE was defined,
a map review and site file search was conducted at the Office of State Archaeology (OSA). This background work
determined that no previously documented archaeological sites are located within or adjacent to the
archaeological APE. An inspection of National Register of Historic Places (NRHP), State Study Listed (SL), Locally
Designated (LD), Determined Eligible (DE), and Surveyed Site (SS) properties employing resources available on the
NCSHPO website evidenced an absence of these historic resources within the project area. In addition, historic
maps of Brunswick County were appraised for former structure locations, land use patterns, or other confirmation
of historic occupation in the Bridge 20 vicinity and archaeological /historical reference materials were inspected as
well. In general, the cultural background review established a low potential for the recovery of archaeological
deposits or artifacts in the APE.
Further, topographic, geologic, and NRCS soil survey maps (Do, Fo) were referenced to evaluate pedeological,
geomorphological, hydrological, and other determinants that may have resulted in past occupation at this location.
Aerial photographs (NCDOT Spatial Data Viewer) and the Google Street View map application (when amenable)
were also examined /utilized for assessment of disturbances, both natural and human induced, which compromise
the integrity of archaeological sites. Environmental factors do not suggest a heightened archaeological site
potential in the project APE.
"No ARCHAEOLOGY SURVEY REQU /RED "form for Minor Transportation Projects as Qnah]W in the 2007 Progrannmtic Agreement.
I oft

Project Trucking No.:
Brief Explanation of why the available information provides a reliable basis for reasonably predicting
that there are no unidentified historic properties in the APE:
The project APE contains no NRHP listed historic properties, previously documented archaeological sites, or
cemeteries. Predicated on aerial photographs, soil data, and on- ground imagery, the APE consists primarily of
poorly drained /frequently flooded ground surfaces. In addition, rowed pine plantation characterizes the very
southern portion of the APE along the northern /eastern side of the road. Beyond the wetland areas, the northern
APE limits encompass a disturbed road junction to the west and the Rieglewood Lookout Tower parcel to the east.
Despite the addition of new location to the east of the existing alignment, no potential exists for the recovery of
significant cultural deposits /features within the currently defined APE. No further work is recommended for this
state - funded NCDOT Division 3 bridge replacement project.
SUPPORT DOCUMENTATION
See attached: ® Map(s) ® Previous Survey Info
❑ Photocopy of County Survey Notes
FINDING BY NCDOT ARCHAEOLOGIST
NO ARCHAEOLOGY SURVEY REQUIRED
/4/lurr
® Photos ❑Correspondence
Other:
it
"No ARCHAEOLOGY SURVEY REQUIRED "Dorm for Minor Transporlalion Projects as Qanlijled in the 2007 I'rugrammulic Agreement.
2 of 2

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lRiegel Ridge
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BRU
090016' rid tn (tie Fork
0900; 0
cqvpj S tv a m p
Isis Surd
fiam Of

DO— Dorovan muck
Map Unit Setting
• Elevation: 20 to 160 feet
• Mean annual precipitation: 40 to 55 inches
• Mean annual air temperature: 59 to 70 degrees F
• Frost free period: 200 to 280 days
Map Unit Composition
• Dorovan and similarsoils: 80 percent
Description of Dorovan
Setting
• Landform: Flood plains
• Down -slope shape: Linear
• Across -slope shape: Linear
• Parent material: Woody organic material
Properties and qualities
• Slope: 0 to 1 percent
• Depth to restrictive feature: More than 80 inches
• Drainage class: Very poorly drained
• Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 1.98 in /hr)
• Depth to water table: About 0 inches
• Frequency of flooding: Frequent
• Frequency of ponding: Frequent
• Available water capacity: Very high (about 13.8 inches)
Interpretive groups
• Farmland classification: Not prime farmland
• Land capability (nonirrigated): 7w
• Hydrologic Soil Group: 8/D

Typical profile
• 0 to 5 inches: Muck
• 5 to 85 inches: Muck
• 85 to 95 inches: Loamy sand
Fo— Foreston loamy fine sand
Map Unit Setting
• Elevation: 20 to 160 feet
• Mean annual precipitation: 40 to 55 inches
• Mean annual air temperature: 59 to 70 degrees F
• Frost free period: 200 to 280 days
Map Unit Composition
• Foreston and similar soils: 80 percent
• Minor components: 5 percent
Description of Foreston
Setting
• Landform: Broad interstream divides on marine terraces, flats on marine terraces
• Down -slope shape: Linear
• Across -slope shape: Convex
• Parent material: Loamy and sandy marine deposits
Properties and qualities
• Slope: 0 to 2 percent
• Depth to restrictive feature: More than 80 inches
• Drainage class: Moderately well drained
• Capacity of the most limiting layer to transmit water (Ksot): Moderately low to high (0.06 to 1.98 in /hr)
• Depth to water table: About 24 to 42 inches
• Frequency of flooding: None
• Frequency of ponding: None
• Available water capacity: Moderate (about 6.0 inches)
Interpretive groups
• Farmland classification: Farmland of statewide importance
• Land capability (nonirrigated): 2w
• Hydrologic Soil Group: B
Typical profile
• 0 to 6 inches: Loamy fine sand
• 6 to 12 inches: Loamy fine sand
• 12 to 40 inches: Fine sandy loam
• 40 to 51 inches: Sand
• 51 to 85 inches: Fine sandy loam
• 85 to 90 inches: Loamy fine sand

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Project Tracking No.:
11-08-0075
RESUBMIT
NO ARCHAEOLOGICAL SURVEY REQUIRED FORM
This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not ice: o
o: a o °✓ valid for Historic Architecture and Landscapes. You must consult separately with the �_ 0
Historic Architecture and Landscapes Group.
PROJECT INFORMATION
Project No: Bridge 16
WBS No: 17BP.3.R.26
F. A. No:
Federal Permit Required?
County: Brunswick
Document: MCS
Funding: ® State ❑ Federal
® Yes ❑ No Permit Type: NWP14
Project Description: This project proposes to replace Bridge 16, which carries NC211 over Honey Swamp in
Brunswick County, North Carolina. The undertaking involves the replacement of the structure to the north and
east side of the existing alignment. The existing facility will be utilized as the onsite detour. The archaeological
Area of Potential Effects (APE) encompasses both the Bridge 16 and Bridge 20 replacement locations and
extends 700ft south of Bridge 20 and 1000ft north of Bridge 16 The width of the APE is approximately 200ft
(75ft to the west and south of the existing center -line as before, and an additional 125ft to the north and east of
the existing NC211 center- line).
SUMMARY OF CULTURAL RESOURCES REVIEW
Brief description of review activities, results of review, and conclusions:
The project area is located in the north - central portion of Brunswick County, southeast of Lake Waccamaw on the
Columbus /Brunswick County border within the small Honey Island community. Honey Island Swamp appears to
constitute a combination stream and channelized drainage feature carved through natural wetlands. It flows
generally east to west through the project area. This entire area is subsumed within the Green Swamp, portions of
which are drained by and empty into both the Shallotte and Lockwoods Folly Rivers to the south of LIS17. The APE
is dominated by wetlands, poorly drained soils on low floodplain ground surfaces, and drained forested lands near
the southern and northern APE boundaries.
First, construction design data and other pertinent project information was examined for determining the
character and extent of potential impacts to the ground surfaces surrounding Bridge 16. Once an APE was defined,
a map review and site file search was conducted at the Office of State Archaeology (OSA). This background work
determined that no previously documented archaeological sites are located within or adjacent to the
archaeological APE. An inspection of National Register of Historic Places (NRHP), State Study Listed (SL), Locally
Designated (LD), Determined Eligible (DE), and Surveyed Site (SS) properties employing resources available on the
NCSHPO website evidenced an absence of these historic resources within the project area. In addition, historic
maps of Brunswick County were appraised for former structure locations, land use patterns, or other confirmation
of historic occupation in the Bridge 16 vicinity and archaeological /historical reference materials were inspected as
well. In general, the cultural background review established a low potential for the recovery of archaeological
deposits or artifacts in the APE.
Further, topographic, geologic, and NRCS soil survey maps (Do, Fo) were referenced to evaluate pedeological,
geomorphological, hydrological, and other determinants that may have resulted in past occupation at this location.
Aerial photographs (NCDOT Spatial Data Viewer) and the Google Street View map application (when amenable)
were also examined /utilized for assessment of disturbances, both natural and human induced, which compromise
the integrity of archaeological sites. Environmental factors do not suggest a heightened archaeological site
potential in the project APE.
"No ARCHAEOLOGY SURVEY REQUIRED "form for Minor Transportation Projects as Qualified in the 2007 Progranuaatic Agreement.
I of 2

Project Tracking No.:
Brief Explanation of why the available information provides a reliable basis for reasonably predicting
that there are no unidentified historic properties in the APE:
The project APE contains no NRHP listed historic properties, previously documented archaeological sites, or
cemeteries. Predicated on aerial photographs, soil data, and on- ground imagery, the APE consists primarily of
poorly drained /frequently flooded ground surfaces. In addition, rowed pine plantation characterizes the very
southern portion of the APE along the northern /eastern side of the road. Beyond the wetland areas, the northern
APE limits encompass a disturbed road junction to the west and the Rieglewood Lookout Tower parcel to the east.
Despite the addition of new location to the east of the existing alignment, no potential exists for the recovery of
significant cultural deposits /features within the currently defined APE. No further work is recommended for this
state - funded NCDOT Division 3 bridge replacement project.
SUPPORT DOCUMENTATION
See attached: ® Map(s) ® Previous Survey Info
❑ Photocopy of County Survey Notes
FINDING BY NCDOT ARCHAEOLOGIST
NO ARCHAEOLOGY SURVEY REQUIRED )
® Photos ❑Correspondence
Other:
f/V/ 1�
"No ARCHAEOLOGY SURVEY REQUIRED "Joni for Minor Transportation Projects as Qualified in the 2007 Progranunalic Agreement.
2 of 2

Riegel Ridge
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co
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090016 Isfafid In the Fork
at
4--
a Branch
0900; 0
E
gvpl swamp
e -41
H nay y
-, ` �i `' 1R._i Rat N
Isis
S tv a
t

DO— Dorovan muck
Map Unit Setting
• Elevation: 20 to 160 feet
• Mean annual precipitation: 40 to 55 inches
• Mean annual air temperature: 59 to 70 degrees F
• Frost free period. 200 to 280 days
Map Unit Composition
• Dorovan and similar soils: 80 percent
Description of Dorovan
Setting
• Landform: Flood plains
• Down -slope shape: Linear
• Across -slope shape: Linear
• Parent material: Woody organic material
Properties and qualities
• Slope: 0 to 1 percent
• Depth to restrictive feature: More than 80 inches
• Drainage class: Very poorly drained
• Capacity of the most limiting layer to transmit water (Ksot): Moderately high to high (0.57 to 1.98 in /hr)
• Depth to water table: About 0 inches
• Frequency of flooding: Frequent
• Frequency of ponding: Frequent
• Available water capacity: Very high (about 13.8 inches)
Interpretive groups
• Farmland classification: Not prime farmland
• Land capability (nonirrigated): 7w
• Hydrologic Soil Group: B/D

Typical profile
• 0 to 5 inches: Muck
• 5 to 85 inches: Muck
• 85 to 95 inches: Loamy sand
Fo— Foreston loamy fine sand
Map Unit Setting
• Elevation: 20 to 160 feet
• Mean annual precipitation: 40 to 55 inches
• Mean annual air temperature: 59 to 70 degrees F
• Frost free period: 200 to 280 days
Map Unit Composition
• Foreston and similar soils: 80 percent
• Minor components: 5 percent
Description of Foreston
Setting
• Landform: Broad interstream divides on marine terraces, flats on marine terraces
• Down -slope shape: Linear
• Across -slope shape: Convex
• Porentmaterial: Loamy and sandy marine deposits
Properties and qualities
• Slope: 0 to 2 percent
• Depth to restrictive feature: More than 80 inches
• Drainage class: Moderately well drained
• Capacity of the most limiting layer to transmit water (Ksat): Moderately low to high (0.06 to 1.98 in /hr)
• Depth to water table: About 24 to 42 inches
• Frequency of flooding: None
• Frequency of ponding: None
• Available water capacity: Moderate (about 6.0 inches)
Interpretive groups
• Farmland classification: Farmland of statewide importance
• Land capability (nonirrigated): 2w
• Hydrologic Soil Group: B
Typical profile
• 0 to 6 inches: Loamy fine sand
• 6 to 12 inches: Loamy fine sand
• 12 to 40 inches: Fine sandy loam
• 40 to 51 inches: Sand
• 51 to 85 inches: Fine sandy loam
• 85 to 90 inches: Loamy fine sand

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Prqjecl Tracking No. (Internal Use)
11 -08 -0076
Revised
t HISTORIC ARCHITECTURE AND LANDSCAPES
NO HISTORIC PROPERTIES PRESENT OR AFFECTED FORM
This form only pertains to Historic Architecture and Landscapes for this project. It
is not valid for Archaeological Resources. You must consult separately with the
Archaeology Group.
PROJECT INFORMATION
Project No:
County:
Brunswick
WBS No.:
17BP.3.R.2, now part of
Document
17BP.3.R.26
Type:
Fed. Aid No:
Funding:
X State Federal
Federal
X Yes No
Permit
NWP 3 or 14
Permit(s):
Typ e(s ):
Project Description: Replace Bridge No. 20 on NC 211 over Honey Island Swamp.
Combined with Bridge No. 16 replacement (originally 11 -08 -0075, WBS No. 17BP.3.R.3)
into a single project, WBS No. 17BP.3.R.26 (no offsite detour planned).
SUMMARY OF HISTORIC ARCHITECTURE AND LANDSCAPES REVIEW
❑ There are no National Register- listed or Study Listed properties within the project's area of
potential effects.
❑ There are no properties less than fifty years old which are considered to meet Criteria
Consideration G within the project's area of potential effects.
❑ There are no properties within the project's area of potential effects.
❑ There are properties over fifty years old within the area of potential effects, but they do not
meet the criteria for listing on the National Register.
X There are no historic properties present or affected by this project. (Attach any notes or
documents as needed.)
Description of review activities, results, and conclusions: HPOWeb originally reviewed on 20
September 2011 and yielded no NR, SL, LD, or DE, or SS properties in the Area of Potential
Effects (APE); confirmed on 15 November 2013. Brunswick County current GIS mapping, aerial
photography, and tax information revealed wetland and commercial timber property in the APE,
as well as several post -1960 resources (viewed 20 September 2011 and 15 November 2013).
The original APE, extending 400 feet to the N and S from the ends of the existing bridge and
100 feet to the E and W of the NC 211 centerline, encompassed an in -place replacement with
an off -site detour. The recently reworked project design now calls for replacement of Bridge
No. 20 and the nearby Bridge No. 16 on new location north and east of NC 211 and use of the
existing structures in an "onsite detour." The new APE extends 1000 feet N of existing Bridge
No. 16, 700 feet S of existing Bridge No 20, and 150 feet E and W of the NC 211 centerline. No
additional properties of concern, besides the Riegel Fire Lookout Tower north of Bridge No. 16
(see 11 -08 -0075 Revised review attached), appear in the new APE. Thus, the original finding of
"no historic properties affected" remains valid and will satisfy both GS 121 -12(a) and Section
106 compliance requirements. Constructed in 1954, Bridge No. 20 is a 52- foot -long, three -
span, timber, stringer /multi -beam bridge and is not eligible for the National Register according
to the NCDOT Historic Bridge Survey as it is not historically, architecturally, or technologically
Hislort, : brliiirrna e and landscapes 1W HISTORIC PKU /'!i /l77li5I'RliSliNT UR AFP7i('77ip jorrn jnr A4ura� 7ran.cporvalion Pro /eav
as Ouudi%ied in the 20071'rogrnnorraric.4K)- eenrea.
Page 1 of 2

significant. Comprehensive architectural survey of the county is recent (2009 -2010) and
records no properties in the new APE, apart from the Riegel Fire Lookout Tower. County
GIS /tax materials and other visuals support the absence of other significant architectural
resources. The APE contains no properties listed in the National Register of Historic Places. The
project as now defined will not adversely impact any historic buildings or landscapes.
Should any design elements of the project change, please notify NCDOT Historic
Architecture as additional review may be necessary.
SUPPORT DOCUMENTATION
X Map(s) ❑Previous Survey Info. ❑Photos Correspondence ❑Design Plans
FINDING BY NCDOT ARCHITECTURAL HISTORIAN
Historic Architecture and Landscapes — NO HISTORIC PROPERTIES PRESENT OR AFFECTED
NCDOT Architectural Historian Date
Page 2
Tracking No. 11 -08 -0076, Revised
Brunswick County
WBS No. 17BP.3.R.2, now part of 17BP.3.R.26
Historic Archueaure and Landscapes NO 111STORR • l'ROPER77hN l'RE;SEiVT Olt .IIY•7 ;Y'77;D firrm lot Abnor Trampa7ahun l'rolecrs
as Qualified in the 2007 Prograrrrnum, Ai:reeurent
Page 2 of 2

Co
Island in the [ForkA
.7
60—
ridge No. 6
AW
-BRUNSWICK
4W OPW-
-Roll- 40�
4f
BrYge No. 2
Bridge Nos. 16 and 20 Replacement Brunswick County
WBS No. 17BP.3.R.26 Base map: USGS 7.5' Whiteville quadrangle
NCDOT-Historic Architecture
November 2013
Tracking Nos. 11-08-0075 Revised and 11-08-0076 Revised

Project Tracking No. (Infernal Use)
11 -08 -0075
r Revised
t HISTORIC ARCHITECTURE AND LANDSCAPES
NO HISTORIC PROPERTIES PRESENT OR AFFECTED FORM
This form only pertains to Historic Architecture and Landscapes for this project. It
is not valid for Archaeological Resources. You must consult separately with the
Archaeology Group.
PROJECT INFORMATION
Project No:
County:
Brunswick
WBS No.:
17BP.3.R.3, now part of
Document
17BP.3.R.26
Type:
Fed! Aid No:
Funding:
X State Federal
Federal
X Yes No
Permit
NWP 3 or 14
Permit(s):
Typ e (s):
Proiect Description: Replace Bridge No. 16 on NC 211 over Honey Island Swamp.
Combined with Bridge No. 20 replacement (originally 11 -08 -0076, WBS No. 17BP.3.R.2)
into a single project, WBS No. 17BP.3.R.26 (no offsite detour planned).
SUMMARY OF HISTORIC ARCHITECTURE AND LANDSCAPES REVIEW
❑ There are no National Register - listed or Study Listed properties within the project's area of
potential effects.
❑ There are no properties less than fifty years old which are considered to meet Criteria
Consideration G within the project's area of potential effects.
❑ There are no properties within the project's area of potential effects.
❑ There are properties over fifty years old within the area of potential effects, but they do not
meet the criteria for listing on the National Register.
X There are no historic properties present or affected by this project. (Attach any notes or
documents as needed.)
Description of review activities, results, and conclusions: HPOWeb originally reviewed on 20
September 2011 and yielded no NR, SL, LD, or DE, and one SS property in the Area of Potential
Effects (APE); confirmed on 15 November 2013. Brunswick County current GIS mapping, aerial
photography, and tax information revealed wetland and commercial timber property in the APE,
as well as the surveyed site, the Riegel Fire Lookout Tower dated to 1948 (mapped on HPOWeb
without a survey site number) (viewed 20 September 2011 and 15 November 2013). The
original APE, extending 400 feet to the N and S from the ends of the existing bridge and 100
feet to the E and W of the NC 211 centerline, encompassed an in -place replacement with an
off -site detour. The recently reworked project design now calls for replacement of Bridge No.
16 and the nearby Bridge No. 20 on new location north and east of NC 211 and use of the
existing structures in an "onsite detour." The new APE extends 1000 feet N of existing Bridge
No. 16, 700 feet S of existing Bridge No 20, and 150 feet E and W of the NC 211 centerline.
The Riegel Fire Lookout Tower stands approximately 550 feet north of the bridge and 110 feet
NE of the NC 211 centerline. NCDOT — Historic Architecture requested clarification of the new
design relative to the Tower, and Division 3 responded that the proposed construction will be
confined to the existing ROW and no new ROW acquired on the Tower property (see attached
correspondence). Thus, the original finding of "no historic properties affected" remains valid
tRsim nc Archaecnrre and Landscapes NO HIS'T'ORIC PROPF.R71ES PRIiSEN'T OR AFF CAJ) joint /or Ahnor Tran.sporlatlon Projects
as Qualified an the 2007 Programmatic Agreemem.
Page 1 of 2

and will satisfy both GS 121 -12(a) and Section 106 compliance requirements.
Constructed in 1954, Bridge No. 16 is a 53- foot -long, three -span, timber, stringer /multi -beam
bridge and is not eligible for the National Register according to the NCDOT Historic Bridge
Survey as it is not historically, architecturally, or technologically significant.
Comprehensive architectural survey of the county is recent (2009 -2010) and records no
properties in the APE, apart from the Riegel Fire Lookout Tower. County GIS /tax materials and
other visuals support the absence of other significant architectural resources. The APE contains
no properties listed in the National Register of Historic Places. The project as now defined will
not adversely impact any historic buildings or landscapes.
Should any design elements of the project change, please notify NCDOT Historic
Architecture as additional review may be necessary.
SUPPORT DOCUMENTATION
X Map(s) ❑Previous Survey Info. ❑Photos X Correspondence ❑Design Plans
FINDING BY NCDOT ARCHITECTURAL HISTORIAN
Historic Architecture and Landscapes — NO HISTORIC PROPERTIES PRESENT OR AFFECTED
NCDOT Architectural Historian Date
Page 2
Tracking No. 11 -08 -0075, Revised
Brunswick County
WBS No. 17BP.3.R.3, now part of 1713P.3.R.26
Hatoric Archaecture and Landvcapes NO H1.Q'OI1K • PJ?0PIilt7'lliS I6+• Abnar Tra+.eportim n Projects
as Qualified in the 2007 ProKrau+mm�c Agr•eerrrent.
Page 2 of 2

Co
BRI
211
L -MEW
-ridge No.
w, i of
Island in the Work4
60
40-
> w.
N"O - BRUNSWICK
J:
Ao.
_40..
„1' Bridge No. 2
1W 4W
10- -dP-
4b-
Bridge Nos. 16 and 20 Replacement Brunswick County
WBS No. 17BP.3.R.26 Base map: USGS 7.5'Whiteville quadrangle
NCDOT-Historic Architecture
November 2013
Tracking Nos. 11-08-0075 Revised and 11-08-0076 Revised

Patrick, Vanessa E
From:
Audrey Burnette <aburnette @rkk.com>
Sent:
Wednesday, November 13, 2013 3:27 PM
To:
Mathis, Stonewall D
Cc:
Huff, Christy; Mike Merritt; Tina Swiezy (tswiezy @rkk.com)
Subject:
Brunswick 016_020
Stoney,
We will not do any typo of take on the Fire Tower Property. We will revise the R/W to miss the property.
We are waiting for your directions on the number of parking spaces that are required by Travis Wilson.
Thank You
Audrey Burnette, PE
RK &K
900 Ridgefield Drive
Raleigh, NC 27609
919 - 878 -9560 O
919 - 790 -8382 F
www.rkk.com
"RK &K" and "RK &K Engineers" are registered trade names of Rummel, Klepper & Kahl, LLP, a
Maryland limited liability partnership. This message contains confidential information
intended only for the person or persons named above. If you have received this message in
error, please immediately notify the sender by return email and delete the message. Thank
you.

Patrick, Vanessa E
From: Mathis, Stonewall D
Sent: Thursday, November 14, 2013 11:04 AM
To: Patrick, Vanessa E
Cc: Mathis, Stonewall D
Subject: RE: 11 -08 -0075 and 11 -08 -0076
Attachments: Brunswick 016_020; 090016 &20_EC_Plans.pdf
Hey Vanessa,
Please see the attached email and drawings. The drawing (pdf) package probably shows that the plan is to extend the
R/W onto and affects onto the fire tower property (although the firetower property is not shown on this plan set
apparently due to lack of data about the fire tower property). However, I pointed out that the firetower property should
be investigated with respect to any affects we might have. Please see the attached email reply to that request which
states that the R/W (proposed) will be adjusted to not make any type of take on the FireTower property. These
correspondences were between me and the design consultant RK &K.
So, just for clarity, the plan is to not directly affect the fire tower property (R /W, easement, etc.). I say directly because
we will be performing construction within the existing R/W immediately adjacent to the fire tower property. Please let
me know if you need additional information to make your decision. Please reply with your findings.
Thank you,
Stoney
From: Patrick, Vanessa E
Sent: Tuesday, November 12, 2013 11:50 AM
To: Mathis, Stonewall D
Subject: RE: 11 -08 -0075 and 11 -08 -0076
Thanks, Stoney. Vanessa
Vanc- „ss&t I -'. P�atricic
11rcf.- itectSaral Historian
HutTian Environmerit Section — NCDOT
1598 Mail Service Center
kaleigl-i, North Ca.rolina 27699-1598
919- 707 - -6082
b” m(' it coy reslxwndence to a.n.d ji-orn this address rautl he stehjeci to the IVorlb Carolina Public kec ords Luu} (GS
132) and may be disclosed to third purtics by un cctrthorr (:'d sfrate official.
From: Mathis, Stonewall D
Sent: Friday, November 08, 2013 10:48 AM
To: Patrick, Vanessa E
Cc: Mathis, Stonewall D
Subject: RE: 11 -08 -0075 and 11 -08 -0076

Hey Vanessa,
I am checking with the designer for clarity about this question with respect to the fire tower property. Our realignment
actually may be fully back in within the existing ROW by the time we get to the fire tower property although there would
be activity for sure according to the current design within the existing ROW in front of the fire tower property. I wrote
to the designer and asked
"Are we going to be affecting (R /W purchase, construction easement, or any similar type affect) the property on which
the fire tower to the North of the northernmost bridge is located? This is located to north and east of existing alignment.
Please advise. Historic architecture needs to know to complete their revised review."
I will let you know what I find out.
Thank you,
Stoney
From: Patrick, Vanessa E
Sent: Wednesday, November 06, 2013 4:34 PM
To: Mathis, Stonewall D
Cc: Halvorsen, Scott E
Subject: RE: 11 -08 -0075 and 11 -08 -0076
Hi Stoney: Many thanks for letting us know about the design changes for the two Brunswick County
bridges, numbers 16 and 20. Looks like there is now one architectural resource that we need to
address.
While the original Bridge No. 16 project (11 -08 -0075) did not affect the Riegel Fire Lookout Tower,
the extension of the project to the northeast may do so. Located approximately 550 feet north of
Bridge No. 16 and 110 feet northeast of the NC 211 centerline, the 1948 structure is possibly NR-
eligible. Does it still stand? If so, are design drawings available or can we meet on site to discuss
how the project may affect the lookout tower property? If the proposed construction clearly will not
affect the property, it's a simple matter of completing a new review form for the combined project, and
the original finding of "no historic properties affected" remains valid. If an effect is unavoidable, I'll
need to schedule more formal eligibility and effects consultations with HPO.
Please let me know if you have any questions and if we need to plan an on -site
meeting. Thanks. Vanessa
Va. i.essa. E. Patrick
Architectural Historian
HUi—nan Erlviroriaient. Section — NCDOT
11598 Mall Service CCTItel-
Raleigh, North Caroliria 27699 -1:98
919- 707- -ti082
h'-mail cones1)010errce to artd from thi.5 address lno-y 1w .cwb,ject ro t0c North Curohiim Fablic Records Law ((;S
1,32) un(I ntu.q be riisclose(i to third hurtif by all ur.ah orired stute oftrciul.
From: Mathis, Stonewall D
Sent: Wednesday, November 06, 2013 8:05 AM
To: Halvorsen, Scott E

Cc: Mathis, Stonewall D; Patrick, Vanessa E
Subject: RE: 11 -08 -0075 and 11 -08 -0076
Thanks Scott. My apologies on the WBS as it has changed. The new WBS is 17BP.3.R.26.
Stoney
From: Halvorsen, Scott E
Sent: Wednesday, November 06, 2013 7:30 AM
To: Mathis, Stonewall D
Subject: RE: 11 -08 -0075 and 11 -08 -0076
I'm working on these projects this morning and should have some results for you by this afternoon.
I tried utilizing the old charge numbers for these (170113.3.11.3 & 1713P.3.11.2) but with no luck.
Would you have another number I could charge this work to?
Thanks, Scott.
From: Mathis, Stonewall D
Sent: Tuesday, November 05, 2013 12:29 PM
To: Patrick, Vanessa E; Halvorsen, Scott E
Cc: Mathis, Stonewall D; Audrey Burnette (aburnette (arkk.com); Hal Bain (hbain (cbrkk.com); pstafford (cbrkk.com
Subject: 11 -08 -0075 and 11 -08 -0076
Hey Vanessa and Scott,
I am requesting that you please revisit your previous determinations on the above two subject projects with the
following new information in mind.
The two bridges Brunswick 16 and 20 are in very close proximity to each other. We had previously submitted that these
would be replaced in place utilizing an off site detour. However, the Division wishes to not close this road as it is a
primary route and not practicable to close it.
So the new proposal is to build on new alignment to the north and east side of the existing alignment thereby utilizing
the existing facility as the "onsite detour". The new alignment would be permanent and much of the existing alignment
would be removed to match existing adjacent wetland elevations in order to restore these wetland areas. This APE
extends from approximately 700 feet south of the southernmost bridge to approximately 1000 feet north of the
northernmost bridge. The width of the APE is approximately 200 feet (still 75 to west and south of existing centerline as
before, however, now approximately 125 feet to east and north of existing centerline). Please revisit your calls with
respect to this new APE. Please let me know if you need additional information to make your determination.
Thank you,
Stoney
t I) I�- , 011 k:�

Project Tracking No. (Internal 0e)
11 -08 -0075
Revised
G�►* HISTORIC ARCHITECTURE AND LANDSCAPES
NO HISTORIC PROPERTIES PRESENT OR AFFECTED FORM
K ' This form only pertains to Historic Architecture and Landscapes for this project. It
is not valid for Archaeological Resources. You must consult separately with the
Archaeology Group.
PROJECT INFORMATION
Project No:
County:
Brunswick
WBS No.:
17BP.3.R.3, now part of
Document
17BP.3.R.26
Typ e:
Fed Aid No:
Funding:
X State Federal
Federal
X Yes No
Permit
NWP 3 or 14
Permit(s):
Typ e(s
Project Description: Replace Bridge No. 16 on NC 211 over Honey Island Swamp.
Combined with Bridge No. 20 replacement (originally 11 -08 -0076, WBS No. 17BP.3.R.2)
into a single project, WBS No. 17BP.3.R.26 (no offsite detour planned).
SUMMARY OF HISTORIC ARCHITECTURE AND LANDSCAPES REVIEW
❑ There are no National Register - listed or Study Listed properties within the project's area of
potential effects.
❑ There are no properties less than fifty years old which are considered to meet Criteria
Consideration G within the project's area of potential effects.
❑ There are no properties within the project's area of potential effects.
❑ There are properties over fifty years old within the area of potential effects, but they do not
meet the criteria for listing on the National Register.
X There are no historic properties present or affected by this project. (Attach any notes or
documents as needed.)
Description of review activities, results, and conclusions: HPOWeb originally reviewed on 20
September 2011 and yielded no NR, SL, LD, or DE, and one SS property in the Area of Potential
Effects (APE); confirmed on 15 November 2013. Brunswick County current GIS mapping, aerial
photography, and tax information revealed wetland and commercial timber property in the APE,
as well as the surveyed site, the Riegel Fire Lookout Tower dated to 1948 (mapped on HPOWeb
without a survey site number) (viewed 20 September 2011 and 15 November 2013). The
original APE, extending 400 feet to the N and S from the ends of the existing bridge and 100
feet to the E and W of the NC 211 centerline, encompassed an in -place replacement with an
off -site detour. The recently reworked project design now calls for replacement of Bridge No.
16 and the nearby Bridge No. 20 on new location north and east of NC 211 and use of the
existing structures in an "onsite detour." The new APE extends 1000 feet N of existing Bridge
No. 16, 700 feet S of existing Bridge No 20, and 150 feet E and W of the NC 211 centerline.
The Riegel Fire Lookout Tower stands approximately 550 feet north of the bridge and 110 feet
NE of the NC 211 centerline. NCDOT — Historic Architecture requested clarification of the new
design relative to the Tower, and Division 3 responded that the proposed construction will be
confined to the existing ROW and no new ROW acquired on the Tower property (see attached
correspondence). Thus the original finding of "no historic properties affected" remains valid
IAsarrnc -Irdwrclure and Landscapes NO lT1STO1(I(' PR(IPIiRl'lliS PRIiSF.NT OR AI•T•ECTIiI) Dorm Joe AOnr» l'runspnr(u(ion !'rq /ccts
as Qualified in (lie 2007 Progrananafic Agreement.
Pagc 1 of 2

and will satisfy both GS 121 -12(a) and Section 106 compliance requirements.
Constructed in 1954, Bridge No. 16 is a 53- foot -long, three -span, timber, stringer /multi -beam
bridge and is not eligible for the National Register according to the NCDOT Historic Bridge
Survey as it is not historically, architecturally, or technologically significant.
Comprehensive architectural survey of the county is recent (2009 -2010) and records no
properties in the APE, apart from the Riegel Fire Lookout Tower. County GIS /tax materials and
other visuals support the absence of other significant architectural resources. The APE contains
no properties listed in the National Register of Historic Places. The project as now defined will
not adversely impact any historic buildings or landscapes.
Should any design elements of the project change, please notify NCDOT Historic
Architecture as additional review may be necessarv.
SUPPORT DOCUMENTATION
X Map(s) ❑Previous Survey Info. ❑Photos X Correspondence ❑Design Plans
FINDING BY NCDOT ARCHITECTURAL HISTORIAN
Historic Architecture and Landscapes — NO HISTORIC PROPERTIES PRESENT OR AFFECTED
NCDOT Architectural Historian Date
Page 2
Tracking No. 11 -08 -0075, Revised
Brunswick County
WBS No. 17BP.3.R.3, now part of 17BP.3.R.26
Hrsvonc Archnrcrure and Landscapes NO HN7''01?1C PROPhR77/iS PR /:JIaVT OR.iFh7'('TIiDJorm lot' Hhnor'/'ransporuaton Prolecls
as (Inahfied in Ilse 2007 Progran niaoc .4greeineiu.
Page 2 of 2

CO SWICK CO
Area of
*%
tential Effects
Island in the Forks
40-
ridge No. �6`-: ,
AW
IR I
L kO BRUNSWICK
.40
Ao.
Bridge No.
rap- y
W 41. J.
1h. 44.
41, %
Bridge Nos. 16 and 20 Replacement Brunswick County
WBS No. 17BP.3.R.26 Base map: USGS 7.5' Whiteville quadrangle
NCDOT-Historic Architecture
November 2013
Tracking Nos. 11-08-0075 Revised and 11-08-0076 Revised

Patrick, Vanessa E
From:
Audrey Burnette <aburnette @rkk.com>
Sent:
Wednesday, November 13, 2013 3:27 PM
To:
Mathis, Stonewall D
Cc:
Huff, Christy; Mike Merritt; Tina Swiezy (tswiezy @rkk.com)
Subject:
Brunswick 016_020
Stoney,
We will not do any type, of take on the Fire Tower Property. We will revise the R/W to miss the property.
We are waiting for your directions on the number of parking spaces that are required by Travis Wilson.
Thank You
Audrey Burnette, PE
RK &K
900 Ridgefield Drive
Raleigh, NC 27609
919- 878 -9560 O
919 - 790 -8382 F
un,vui rkk rnm
"RK &K" and "RK &K Engineers" are registered trade names of Rummel, Klepper & Kahl, LLP, a
Maryland limited liability partnership. This message contains confidential information
intended only for the person or persons named above. If you have received this message in
error, please immediately notify the sender by return email and delete the message. Thank
you.
1

Patrick, Vanessa E
From: Mathis, Stonewall D
Sent: Thursday, November 14, 2013 11:04 AM
To: Patrick, Vanessa E
Cc: Mathis, Stonewall D
Subject: RE: 11 -08 -0075 and 11 -08 -0076
Attachments: Brunswick 016_020; 090016 &20_EC_Plans.pdf
Hey Vanessa,
Please see the attached email and drawings. The drawing (pdf) package probably shows that the plan is to extend the
R/W onto and affects onto the fire tower property (although the firetower property is not shown on this plan set
apparently due to lack of data about the fire tower property). However, I pointed out that the firetower property should
be investigated with respect to any affects we might have. Please see the attached email reply to that request which
states that the R/W (proposed) will be adjusted to not make any type of take on the FireTower property, These
correspondences were between me and the design consultant RK &K.
So, just for clarity, the plan is to not directly affect the fire tower property (R /W, easement, etc.). I say directly because
we will be performing construction within the existing R/W immediately adjacent to the fire tower property. Please let
me know if you need additional information to make your decision. Please reply with your findings.
Thank you,
Stoney
From: Patrick, Vanessa E
Sent: Tuesday, November 12, 2013 11:50 AM
To: Mathis, Stonewall D
Subject: RE: 11 -08 -0075 and 11 -08 -0076
Thanks, Stoney. Vanessa
Vanessa E. Patrick
Arch 1tectuira I l listo:rian
Hurrian Gnvirom -ne:nt Section — NCDOT
1 798 Mb -iil Service Center
Raleigh North Carolina 27699 -1.598
919- 707 --6082
l�; mail to and froln this address may be std)ject to the lGbr h Carolina Public f'c cords Lain (GS
732) and marl be cliselosed to third I-mtlies brt on authorized state official.
From: Mathis, Stonewall D
Sent: Friday, November 08, 2013 10:48 AM
To: Patrick, Vanessa E
Cc: Mathis, Stonewall D
Subject: RE: 11 -08 -0075 and 11 -08 -0076

Hey Vanessa,
I am checking with the designer for clarity about this question with respect to the fire tower property. Our realignment
actually may be fully back in within the existing ROW by the time we get to the fire tower property although there would
be activity for sure according to the current design within the existing ROW in front of the fire tower property. I wrote
to the designer and asked
"Are we going to be affecting (R /W purchase, construction easement, or any similar type affect) the property on which
the fire tower to the North of the northernmost bridge is located? This is located to north and east of existing alignment.
Please advise. Historic architecture needs to know to complete their revised review."
I will let you know what I find out.
Thank you,
Stoney
From: Patrick, Vanessa E
Sent: Wednesday, November 06, 2013 4:34 PM
To: Mathis, Stonewall D
Cc: Halvorsen, Scott E
Subject: RE: 11 -08 -0075 and 11 -08 -0076
Hi Stoney: Many thanks for letting us know about the design changes for the two Brunswick County
bridges, numbers 16 and 20. Looks like there is now one architectural resource that we need to
address.
While the original Bridge No. 16 project (11 -08 -0075) did not affect the Riegel Fire Lookout Tower,
the extension of the project to the northeast may do so. Located approximately 550 feet north of
Bridge No. 16 and 110 feet northeast of the NC 211 centerline, the 1948 structure is possibly NR-
eligible. Does it still stand? If so, are design drawings available or can we meet on site to discuss
how the project may affect the lookout tower property? If the proposed construction clearly will not
affect the property, it's a simple matter of completing a new review form for the combined project, and
the original finding of "no historic properties affected" remains valid. If an effect is unavoidable, I'll
need to schedule more formal eligibility and effects consultations with HPO.
Please let me know if you have any questions and if we need to plan an on -site
meeting. Thanks. Vanessa
Van.es,,a :E. Patrick
Arc:hitectttral Historian
Hl.ima.n Erivirorirnent. Section - NCDO`[,
1508 Mail Service Ceriter
Raleigh, North Carolina 27699-1,598
91.9- 707 -6082
E -mail ice to an(I from this address m.a,y be suhhjcct to the North. Cctrolino f'ttblic Records Law (GS
1.3 2) oad nwq be disclosed to third parties by an. uu.lhorize (l state o/f iciul.
From: Mathis, Stonewall D
Sent: Wednesday, November 06, 2013 8:05 AM
To: Halvorsen, Scott E

Cc: Mathis, Stonewall D; Patrick, Vanessa E
Subject: RE: 11 -08 -0075 and 11 -08 -0076
Thanks Scott. My apologies on the WBS as it has changed. The new WBS is 171313.3.11.26.
Stoney
From: Halvorsen, Scott E
Sent: Wednesday, November 06, 2013 7:30 AM
To: Mathis, Stonewall D
Subject: RE: 11 -08 -0075 and 11 -08 -0076
I'm working on these projects this morning and should have some results for you by this afternoon.
I tried utilizing the old charge numbers for these (17BP.3.R.3 & 17BP.3.R.2) but with no luck.
Would you have another number I could charge this work to?
Thanks, Scott.
From: Mathis, Stonewall D
Sent: Tuesday, November 05, 2013 12:29 PM
To: Patrick, Vanessa E; Halvorsen, Scott E
Cc: Mathis, Stonewall D; Audrey Burnette (aburnette(@rkk.com); Hal Bain (hbain (&rkk.com); pstafford @rkk.com
Subject: 11 -08 -0075 and 11 -08 -0076
Hey Vanessa and Scott,
I am requesting that you please revisit your previous determinations on the above two subject projects with the
following new information in mind.
The two bridges Brunswick 16 and 20 are in very close proximity to each other. We had previously submitted that these
would be replaced in place utilizing an off site detour. However, the Division wishes to not close this road as it is a
primary route and not practicable to close it.
So the new proposal is to build on new alignment to the north and east side of the existing alignment thereby utilizing
the existing facility as the "onsite detour ". The new alignment would be permanent and much of the existing alignment
would be removed to match existing adjacent wetland elevations in order to restore these wetland areas. This APE
extends from approximately 700 feet south of the southernmost bridge to approximately 1000 feet north of the
northernmost bridge. The width of the APE is approximately 200 feet (still 75 to west and south of existing centerline as
before, however, now approximately 125 feet to east and north of existing centerline). Please revisit your calls with
respect to this new APE. Please let me know if you need additional information to make your determination.
Thank you,
Stoney
m all,, iicr. 1 -t! 1 t., h, :a U•;,.. 'Ut�i, ,i , �ri ...,t;f` r �y ...:J :Ir - :ri' i u1r! ,

North Carolina Division of Water Quality - Stream Identification Form; Version 3.1 Bridge 16 Hwy 211
Date: 11 -4 -13 Project: Bridge a16, Hwy 211, Green Swamp Latitude: 34 11.465
Evaluator: Pete Stafford, Hal Bain Site: UT to Juniper Creek (Honey Island Swamp) Longitude: -78 21.42
Total Points: Other
Stream is at least intermittent 39 County: Brunswick e.g. Quad Name: Honey Island
if z 19 or perennial if Z 30
A. Geornor hold (Subtotal= 1 6.5 )
Absent
Weak
Moderate
Strong
1a. Continuous bed and bank
0
1
2
3 •
2. Sinuosity
0
1
2 •
3
3. In- channel structure: riffle-pool sequence
0
1 •
2
3
4. Soil texture or stream substrate sorting
0
1 •
2
3
5. Active /relic floodplain
0
1
2
3 •
6. Depositional bars or benches
0
1 •
2
3
7. Braided channel
0
1
2
3 •
8. Recent alluvial deposits
0 •
1
2
3
9a Natural levees
0
1 •
2
3
10. Headcuts
0 •
1
2
3
11. Grade controls
0 •
0.5
1
1.5
12. Natural valley or drainageway
0
0.5
1
1.5 •
13. Second or greater order channel on existing
USGS or NRCS map or other documented
evidence.
No = 0
• Yes = 3
a Man -made ditches are not rated; see discussions in manual
B. Hvdroloqv (Subtotal = 10
14. Groundwater flow /discharge
0
1
2
3 •
15. Water in channel and > 48 hrs since rain, or
Water in channel -- dry or growing season
0
1
2
3 •
16. Leaflitter
1.5 •
1
0.5
0 •
17. Sediment on plants or debris
0 •
0.5
1
1.5
18. Organic debris lines or piles (Wrack lines)
0
0.5
1 •
1.5
19. Hydric soils (redoximorphic features) present?
No = 0
• Yes = 1.5
C. Biology (Subtotal = 12.5 )
20 . Fibrous roots in channel
3
2
1 •
0
2lb. Rooted plants in channel
3 •
2
1
0
22. Crayfish
0
0.5
1
1.5 •
23. Bivalves
0 •
1
2
3
24. Fish
0
0.5
1
1.5 •
25. Amphibians
0
0.5
1
1.5 •
26. Macrobenthos (note diversity and abundance)
0
0.5
1
1.5 •
27. Filamentous algae; periphyton
0 •
1
2
3
28. Iron oxidizing bacteria /fungus.
0
0.5
1 •
1.5
29 b. Wetland plants in streambed
FAC = 0.5; FACW = 0.75; OBL = 1.5 ✓SAV = 2.0; Other = 0
Items 20 and 21 focus on the presence of upland plants, Item 29 focuses on the presence of aquatic or wetland plants.
Sketch:
Notes: (use back side of this form for additional notes.) See figure 1

North Carolina Division of Water Quality - Stream Identification Form; Version 3.1 Bridge 20 Hwy 211
Date: 11/4/2013 Project: Bridge #20, Hwy 211, Green Swamp Latitude: 34 11.378
Evaluator: Pete Stafford, Hal Bain Site: UT to Juniper Creek (Honey Island Swamp) Longitude: -78 21.316
Total Points: Other
Stream is at least intermittent 35 County: Brunswick e.g. Quad Name: Homey Island
if >_ 19 or perennial if ? 30
A. Geomorphology Subtotal = 5 )
Absent
Weak
Moderate
Strong
18. Continuous bed and bank
0
1
2
3 a
2. Sinuosity
0
1 •
2
3
3. In- channel structure: riffle -pool sequence
0
1 •
2
3
4. Soil texture or stream substrate sorting
0
1 •
2
3
5. Active /relic floodplain
0
1
2
3 0
6. Depositional bars or benches
0
1 •
2
3
7. Braided channel
0
1
2 •
3
8. Recent alluvial deposits
0 •
1
2
3
98 Natural levees
0
1 0
2
3
10. Headcuts
0 •
1
2
3
11. Grade controls
0
0.5 •
1
1.5
12. Natural valley or drainageway
0
0.5
1
1.5 •
13. Second or greater order channel on existing
USGS or NRCS map or other documented
evidence.
No = 0
• Yes = 3
Man -made ditches are not rated; see discussions in manual
R 1-Ivrlmir%nv /Gnhtntal =8.5 1
14. Groundwater flow /discharge
0
1
2
3 •
15. Water in channel and > 48 hrs since rain, or
Water in channel - dry or growing season
0
1
2
3 •
16. Leaflitter
1.5
1
0.5
0 •
17. Sediment on plants or debris
0 •
0.5
1
1.5
18. Organic debris lines or piles (Wrack lines)
0
0.5
1 •
1.5
19. Hydric soils (redoximorphic features) present?
No = 0
• Yes = 1.5
r Rinlnnv lSuhtnfnl = 11.5 1
20 . Fibrous roots in channel
3
2
1
0 0
21b. Rooted plants in channel
3
2
1 •
0
22. Crayfish
0
0.5
1
1.5 0
23. Bivalves
0
1
2
3
24. Fish
0
0.5
1
1.5 •
25. Amphibians
0
0.5
1
1.5 •
26. Macrobenthos (note diversity and abundance)
0
0.5
1 •
1.5
27. Filamentous algae; periphyton
0
1 •
2
3
28. Iron oxidizing bacteria /fungus.
0
0.5
1
1.5 •
29 b. Wetland plants in streambed
FAC = 0.5; FACW = 0.75; .0BL = 1.5 SAV = 2.0; Other = 0
- Items 20 and 21 focus on the presence of upland plants, item zu focuses on the presence of aquatic or wetiana prams.
Sketch: See figure 1
Notes: (use back side of this form for additional notes.)

PROPERTY OWNERS
NAMES AND ADDRESSES
PARCEL. NO. NAMES ADDRESSES
16 -1 RED MOUNTAIN TIMBER CO., LLC
STATE OF NORTH CAROLINA
NCD®T
DIVISION OF HIGHWAYS
BRUNSWICK COUNTY
PROJECT: 17BP.3.R.26 (090016 & 090020)
BRIDGE NO. 16 & 20 OVER
HONEY ISLAND SWAMP
ON NC 211 (GREEN SWAMP RD.)
SHEET 16 OF 17 12/10/ 201

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On -Site Mitigation Plan
Bridge Nos. 090016 & 090020
over Honey Island Swamp
Brunswick County, North Carolina
State Project No. 17BP.3.R.26
March 2014
1.0 MITIGATION WORK PLAN
The North Carolina Department of Transportation (NCDOT), Division of Highways, proposes
to replace existing Bridge Nos. 090016 and 090020 on NC 211 over the Honey Island Swamp.
The proposed structures will be located approximately 13 feet downstream of the existing
structures. The project is approximately 0.474 miles in length.
The goal of the proposed onsite mitigation is to offset impacts due to construction of State
Project 17BP.3.R.26 by restoring the adjacent wetland system to its natural conditions. This will
be achieved through restoration of the Riverine Swamp Forest community. The restoration of
the wetland area will be accomplished via excavation of the existing road and fill material out to
the edge of the existing wetland. The site will be graded to match the target elevations in the
adjacent wetland. Those elevations are shown on the cross sections included with the Wetland
Restoration Package.
Approximately 1.29 acres of the restoration area will be reforested to match the existing species
composition, ( Riverine Swamp Forest) of the adjacent wetland preservation area. The area will
be planted 3' to 5' on center, random spacing, with an average of 4' center on center at a density
of 2,724 stems per acres of bare root seedlings of a mixture as follows: 40% bald cypress
(Taxodium distichum), 40% blackgum (Nyssa biflora ), 10% Sweetbay (Magnolia virginiana),
and 10% Titi (Cyrilla racemiflora).
See the Erosion Control Special Provisions for a description of the soil preparation requirements.
2.0 PERFORMANCE STANDARDS
Success for vegetation monitoring within the restoration area is based on the survival of planted
woody vegetation and coverage of native seed vegetation. Upon successful completion of
construction, the following monitoring strategies are proposed for the mitigation site.

3.0 MONITORING REQUIREMENTS
NCDOT will perform visual inspections of the vegetation for three years and provide an annual
report to the regulatory agencies. No specific hydrological monitoring is proposed for the
wetland restoration area. Constructing the site at the adjacent wetland elevation will ensure the
hydrology in the restored area is similar to the hydrology
elevation is based on the adjacent wetland areas and will b verified during construction. target
NCDOT shall monitor the restoration area by visual observation and photo points for seedling
survival and aerial cover of vegetation. NCDOT shall monitor the site for a minimum of three
years or until the site is deemed successful. Monitoring will be initiated upon completion of the
site planting.

'
2/27/2014
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