20111003 Ver 1_Application_20111115

STATE OF NORTH CAROLINA
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DEPARTMENT OF TRANSPORTATION C8
BEVERLY EAVES PERDUE
GOVERNOR
Mr Tom Steffens
U S Army Corps of Engineers
Regulatory Field Office
Post Office Box 1000
Washington, NC 27889 -1000
Dear Sirs
EUGENE A CONTI, JR
SECRETARY
November 9, 2011
Mr Stephen Lane
N C Dept of Environment and Natural Resources
Division of Coastal Management (Zq 6 i b �
400 Commerce Avenue l?/
Morehead City, NC 28557 jam' 1'2`�
a u 0�
Subject Application for Individual Section 404, Section 401 Water Quality Certification,
Section 10 Permit, Isolated Waters Permit and CAMA Major Development Permit
for the proposed improvements to US 70 from existing four lanes at Radio Island to
north of Olga Road (SR 1426), Carteret County, State Project No 8 1162501, Federal
Aid Project STPNHF- 70(43), TIP R -3307 Debit $475 00 from WBS 34528 1 1
The North Carolina Department of Transportation (NCDOT), Division of Highways, in
consultation with the Federal Highway Administration (FHWA), proposes to replace the existing
drawbridge over Gallants Channel and related approaches, with a longer high -rise fixed bridge
and improve US 70 to a multilane facility
The purpose of this letter is to request approval for a Section 404 Individual Permit, a Section
401 Water Quality Certification, and a CAMA Mayor Development Permit In addition to the
cover letter ENG Form 4345, and CAMA MP Forms, this application package includes the
following for R -3307 permit drawings, half size roadway plans Turner Street Marsh Restoration
Plan, and EEP Acceptance Letter
10 Purpose and Need
The purpose for this project, as identified in the Final Environmental Assessment (EA), is to
eliminate travel delays occurring at the drawbridge and to increase the traffic carrying capacity
of US 70 through the town of Beaufort
20 Project Description
The improvements involve replacement of the existing drawbridge over Gallants Channel and
related approaches, with a longer high rise fixed bridge and improve US 70 to a multilane
facility The proposed 3,395 -foot bridge will carry a 4 lane divided roadway with 12 foot travel
lanes, 8 -foot bridge offsets, a 4 -foot raised island and a 1 -foot offset on each side In addition,
MAILING ADDRESS TELEPHONE [phone] LOCATION
NC DEPARTMENT OF TRANSPORTATION FAX [phone]
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1020 BIRCH RIDGE DRIVE
1598 MAIL SERVICE CENTER WEBSITE WWW NCDOT ORG RALEIGH NC 276104328
RALEIGH NC 27699 1598

improvements to Turner Street include a 40 -foot, three -lane curb and gutter section with two 12-
foot travel lanes, and a 12 foot center turn lane A 585 -foot bridge with 8 foot offsets is
proposed to replace the 61 -foot box culvert on Turner Street Total project length is 3 6 miles
30 Summary of Impacts 00\
Le
Waters of the U S Proposed impacts to jurisdictional areas total 6 97 acres of permanent
wetland impacts, 0 04 acre of temporary wetland impacts 851 feet of permanent stream impacts,
and 41 feet of temporary stream impacts
40 Summary of Mitigation
The proposed construction of R -3307 will impact 6 97 -acres of jurisdictional wetlands that will
require mitigation The unavoidable impacts to the 0 5 acre of CAMA jurisdictional wetlands
will be offset by on -site mitigation (see attached Turner Street Marsh Restoration Plan) The
remaining unavoidable impacts to 178 acres of Jurisdictional riparian wetlands, 4 51 acres of
non riparian wetlands, and 0 18 acre of isolated wetland will be offset by compensatory
mitigation provided by the NC Ecosystem Enhancement Program (EEP) In addition, the
unavoidable impacts to 843 linear feet of jurisdictional stream will also be offset by
compensatory mitigation provided by the NC Ecosystem Enhancement Program (EEP)
50 Project Schedule
Currently R -3307 has a review date of May 29, 2012 and is scheduled to let July 17, 2012, it
will be available for construction shortly thereafter The let date, however, may advance as
additional funds become available
60 NEPA Document Status
The FHWA and NCDOT completed the EA in October 2004 in compliance with the NEPA
guidelines The EA explains the purpose and need for the project, provides a description of the
alternatives considered, and characterizes the social economic and environmental effects The
EA was approved and circulated to federal state and local agencies Then following the EA, a
Finding of No Significant Impact (FONSI) Statement was completed September 2006 and a
FHWA Right -of -Way Consultation was completed June 2008 Copies of the project documents
have been provided to regulatory review agencies involved in the approval process Additional
copies will be provided upon request
61 Independent Utility
R -3307 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
►a

A
• 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
70 Resource Status
The project is located in the White Oak River Basin and lies within Hydrologic Unit 03020106
(Subbasin 03 05 -03) This is within the Southern Outer Coastal Plain eco- region The project
crosses Gallants Channel and Town Creek
71 Wetland Delineations
A wetland identification and preliminary assessment analysis for the study area was performed
and summarized in the 2001 Natural Resources Technical Report (NRTR) The wetlands within
the study area were delineated based on the 1987 U S Army Corps of Engineers ( USACE)
Wetland Delineation Manual and a preliminary design was prepared to avoid and minimize
wetlands to the maximum extent possible Wetland delineations were completed between
February 1999 and November 1999 Subsequently, wetland delineations were updated in June
2007 This delineation was later field verified by Mr William Wescott of the USACE,
Wilmmgton District, and Mr Stephen Lane with the N C Division of Coastal Management
(NCDCM) on June 27 2007
72 Stream Delineations
Data collected for streams were derived from USGS topographic maps the Carteret County Soil
Survey (USDA, 1987) and site reconnaissance The data included stream classification, which
was presented in the NRTR The USACE concurred on stream classifications on June 27 2007,
when Mr William Wescott with the USACE visited the site
73 R -3307 Characterization of Jurisdictional Sites
7 31 Wetlands
There are three wetland communities found within the project study area Salt Marsh, Scrub
Shrub and Pine Flat More detailed information about these wetlands can be found in the EA
and the NRTR which includes figures showing the wetlands within the project area
7 3 2 Streams
Best Usage Classifications for jurisdictional streams are provided in the EA There are waters
within the project vicinity classified as High Quality Waters (HQW), including the Newport
River (Beaufort, Gallants and Morehead Channels), Bogue Sound, Taylors Creek Town Creek,
3

and Turner Creek As such NCDOT's Design Standards in Sensitive Watersheds will be
implemented for this project
Neither Water Supplies (WS -I undeveloped watersheds or WS -II predominately undeveloped
watersheds), nor Outstanding Resource Waters (ORW) occur within 10 mile of the project study
area Gallants Channel and Town Creek are not designated as North Carolina Natural or Scenic
Rivers, or as National Wild and Scenic Rivers Additionally, these waters are not listed on the
Final 2010 303(d) list of impaired waters due to sedimentation or turbidity for the White Oak
River Basin nor do they drain into any Section 303(d) waters within 10 mile of the project study
area
74 Impacts to Jurisdictional Resources
Impacts to jurisdictional wetlands and surface waters for R -3307 are summarized below in
Tables 1 & 2 respectively
Table 1 R -3307 Wetlands Imp acts
Permit
Drawing Site
Number 2011
Map Label
in FONSI
2001
Type
Permanent
Impacts
ac
Temporary
Impacts*
ac
on
Required"
1
A D
Coastal
018
007
Yes
2
G H
Rt anan/Coastal
1 83
0
Yes
4
L
Isolated
018
0
Yes
5
O
Non-Riparian
4 51 ✓
0
Yes
6
1
Coastal
0 07L.,Z<#
<001
Yes
7
K
Coastal
020.,,/
0
Yes
Total
697
007
Yes
* There will be 0 04 acres of Temporary Fill in wetlands for erosion control measures
* *For permanent impacts
Table 2 R -3307 Surface Water Impacts
Permit
Permanent
Temporary
Permanent
Temporary
Mitigation
Drawing Site
Waterbody
(ft)
(ft)
(ac)
(ac)
Required * **
Number
1
Gallants Channel
0
0
003
006
No
2
UT -to Gallants
155
9
002
001
Yes
/
Channel
3
UT to Town
189
22
004
001
es
�
4
UT to Gallants
499
10
016
<001
Yes
Channel
6
Town Creek
0
0
<001
< 0 01
No
7
Town Creek
8
0
0
0
No
Total
851
41
025
009
* Includes 16 linear feet of impacts from bank stabilization mitigation required by the USACE exceeds the amount required by
NCDWQ
** Includes 24 linear feet of impacts from bank stabilization mitigation required by the USACE exceeds the amount required by
NCDWQ
* ** For permanent impacts
4

Permanent Impacts Proposed permanent impacts for R -3307 include fill excavation and
mechanized clearing in wetlands Tlus includes impacts to 0 5 acre of CAMA jurisdictional
coastal wetlands, 178 acres of riparian wetlands, 4 51 acres of non- ripanan wetlands, and 0 18
acre of a NCDWQ jurisdictional isolated wetland Proposed permanent impacts to surface
waters are 851 linear feet (0 25 acre) wtuch includes two pipes proposed to be extended and
replaced at unnamed tributaries (UT) to Gallants Channel and a UT to Town Creek (sites 2 & 3),
bridge construction over Gallants Channel and Town Creek, and the resulting fill and bank
stabilization Stream impacts were not addressed in the EA or FONSI, but were shown on the
draft permit drawings provided at the 4C Permit Drawing Review meeting held October 20,
2010
Temporary Impacts There will be 41 linear feet of temporary impacts to surface water due to
bridge construction and pipe installations In addition, there will be 0 04 acre of temporary fill in
CAMA wetlands for erosion control measures
Hand- Cleannl? There will be 0 20 acre of hand - cleanng in jurisdictional wetlands due to project
construction
Utility Impacts There will be < 001 acre of impacts due to fill associated with utilities In
addition, there will be 0 41 acre of hand - cleanng due to utility relocations As written approval
is not required we will proceed with these activities under a Nationwide 12 A CAMA General
Permit application has been submitted under separate cover
80 Protected Species
The United States Fish and Wildlife Service (USFWS) list 13 federally protected species for
Carteret County as of the March 21, 2011 listing (Table 3)
Table 3 Federally Protected SDecieS m Carteret Countv
Scientific Name
Common Name
Federal
Status
Habitat
Biological
Conclusion
Alligator mississippiensis
American alligator
T S/A
Yes
N/A
Chelonia m das
Green sea turtle
T
No
No Effect
Le idochel s kem a
Kemp s ridley sea turtle
E
No
No Effect
Eretmochel s imbricata
Hawksbill sea turtle
E
No
No Effect
Dermochel s coriacea
Leatherback sea turtle
E
No
No Effect
Caretta caretta
Loggerhead sea turtle
T
No
No Effect
Charadrius melodus
Piping lover
T
No
No Effect
Picoides borealis
Red cockaded woodpecker
E
No
No Effect
Sterna dou allir dou ally:
Roseate tern
E
No
No Effect
Aci eraser brevirostrum
Shortnose sturgeon
E
No
No Effect
Trichechus manatus
West Indian manatee
E
Yes
MANLAA
L simachia as erulae oha
Rough leaved loosestrife
I E
1 No
No Effect
Amaranthus pumdus
Seabeach amaranth
I T
I No
No Effect
Key h-- hnaangerea T= Tnreatenecq I (S /A)= I fireatenea(Samilerity of Appearance) MANLAA= May Affect, Not Likely to Adversely Affect
5

A Concurrence Request providing Biological Conclusions for each species was submitted to the
USFWS in November 30 2007 The USFWS responded with concurrence on December 26,
2007 A copy of the USFWS concurrence letter is included with this application
A review of the North Carolina Natural Heritage Program (NCNB?) database, updated August
2011, indicated two occurrences of protected species within one mile of the project study area
West Indian manatee (last observed 2007) and seabeach amaranth (last observed 1991) As a
result the NCDOT will utilize The Guidelines for Avoiding Impacts to the West Indian Manatee
Precautionary Measures for Construction Activities to North Carolina Waters to the maximum
extent practicable
81 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 A• t
(Eagle Act) (16 U S C 668 668d) became the primary law protecting bald eagles A survey was
conducted on November 21, 2007 found no nests within 660 feet of the project limits, however,
nesting and foraging habitat was present
82 Moratoria
No moratoria have been recommended for R -3307
90 Cultural Resources
NCDOT coordinated with the NC Department of Cultural Resources to develop a Memorandum
of Agreement (MOA) between NCDOT FHWA, SHPO and the Town of Beaufort The MOA
addresses the concerns and incorporates the recommendations made by NC Department of
Cultural Resources (see FONSI Appendix D)
No archaeological sites were found wrthm the project's area of potential effects Therefore, no
additional archaeological investigation is recommended for this project The SHPO concurred
with these findings in a letter dated December 2, 1999, which can be found in the EA
10 0 FEMA Compliance
The project has been coordinated with appropriate state and local officials and the Federal
Emergency Management Agency (FEMA) to assure compliance with FEMA, state, and local
floodway regulations
110 Mitigation Options
The NCDOT is committed to incorporating all reasonable and practicable design features to
avoid and minimize ,jurisdictional impacts, and to provide full compensatory mitigation of all
remaining, unavoidable jurisdictional impacts Avoidance measures were taken during the
G

planning and NEPA compliance stages, minimization measures were incorporated as part of the
project design
111 Avoidance and Minimization
All ,jurisdictional features were delineated, field verified and surveyed within the corridor for R-
3307 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 All wetland areas not affected by
the project will be protected from unnecessary encroachment Individual avoidance and
muumization 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
• 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
• As part of the proposed design, part of the existing roadway along Turner Street and the
metal pipe culverts at Town Creek shall be removed and replaced with a 585 foot long
bridge
• Preformed Scour Holes will be used where practicable
• Storm water will be treated using grass swales and an infiltration basm
• The use of 15 1 fill slopes between Sta 28 +00 to Sta. 29 +50 and 3 1 fill slopes in
jurisdictional areas when practicable elsewhere
• NCDOT will implement Best Management Practices for Bridge Demolition and Removal
• Sediment and erosion control measures shall adhere to the Design Standards in Sensitive
Watersheds during construction of the project
• Special Sediment Control Fence will be used were applicable
• Deck drains for the proposed bridge carrying US 70 over Gallants Channel will be designed
so that runoff is not discharged directly into Gallants Channel
• NCDOT will implement the "Guidelines for Avoiding Impacts to the West Indian Manatee
Precautionary Measures for North Carolina Waters
• The use of hand clearing rather than mechanized clearing where possible
113 Compensation
The NCDOT has avoided and minimized impacts to jurisdictional resources to the greatest extent
possible as described above The unavoidable impacts to CAMA jurisdictional wetlands will be
offset by on site mitigation resulting 156 acres of restoration from causeway removal on Turner
VA

Street (see permit drawings and Turner Street Marsh Restoration Plan) The unavoidable
impacts to jurisdictional riparian and non riparian wetlands, the NCDWQ jurisdictional isolated
wetland, and surface waters will be offset by compensatory mitigation provided by the EEP
Of the 851 linear feet of stream impacts, 48 linear feet are impacts from bank stabilization The
NCDWQ requires that any bank stabilization impact be mitigated for a 1 1 ratio if the total
permanent impact to the stream is over 150 linear feet However, the 2 1 mitigation ratio will
exceed the amount of 1 1 mitigation NCDWQ requires for this impact Therefore, 2 1 mitigation
will be calculated based on 803 linear feet of impacts A copy of the revised EEP acceptance
letter, dated October 27 2011, is attached
12 0 Indirect and Cumulative Effects
The proposed project is expected to impart minimal indirect and cumulative effects The project
is only one of many factors affecting growth potential or potential for land use change in the
Future Land Use Study Area (other factors include infrastructure, population growth and fob
growth, proximity to employment centers, etc ) This project is not the determining factor in
how much, how fast, or how intense development is occurring or will occur in the study area
Taken in the context of other past, present and future actions, R -3307 should not incrementally
result in substantial cumulative effects
The Indirect Screening Report & Land Use Scenario Assessment, dated May 20, 2011, suggests
that given the minimal indirect effects of R -3307 the contribution of the project to cumulative
effects resulting from current and planned development patterns should be minimal For these
reasons, potential indirect and cumulative effects to downstream water quality should also be
minimal No additional ICE study is recommended
13 0 Regulatory Approvals
Section 404 Application is hereby made for a USACE Individual 404 Permit as required for the
above - descnbed activities As previously mentioned, utility relocation activities are to proceed
under the general conditions of the Nationwide 12
Section 401 We are also requesting a Section 401 Water Quality Certification from the
NCDWQ We are providing five (5) copies of this application to the NCDWQ, for their
approval Utility relocation activities are to proceed under the conditions of General
Certification # 3699
Isolated Waters Application is hereby made for a NCDWQ Isolated Waters Permit as required
for the above - described activities
Section 10 Application is hereby made for a USACE Section 10 Permit as required for the
above - described activities
CAMA NCDOT requests that the proposed work be authorized under a Coastal Area
Management Act Mayor Development Permit The landowner receipts are provided with this
8

permit application The return receipts will be forwarded once they have been received A
CAMA General Permit application has been submitted under separate cover for utility
relocations Authorization to debit the $475 Permit Application Fee from WBS Element
34528 1 1 is hereby given
USCG Under separate cover NCDOT submitted a request for a United States Coast Guard
(USCG) permit for R -3307 on August 17, 2010
A copy of this permit application and its distribution list will be posted on the NCDOT website
at http //www ncdot org /doh/preconstruct/pe /neu/perirnt html
If you have any questions or need additional information please contact Tyler Stanton at 919-
707 -6156 or tstanton @ncdot gov
Sincerely,
� /'Y V"�
Gregory J Thorpe, Ph D Manager
Project Development and Environmental Analysis
cc
NCDOT Permit Application Standard Distribution List
E

IBM MP4
APPLICATION for
Major Development Permit
(last revised 12127/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1 Primary Appl►cant/ Landowner Information
Business Name
Project Name (if applicable)
North Carolina Department of Transportation
R 3307 Carteret County
Last Name
Applicant 1 First Name
MI
Last Name
Mailing Address
Gregory
PO Box
Thorpe
State
Applicant 2 First Name
MI
Last Name
--tPhone
ext
If additional applicants please attach an adortional page(s) with names listed
FAX No
Mailing Address
PO Box
City
State
1598 Mad Service Center
ZIP
Raleigh
NC
ZIP
Country
Phone No
FAX No
276991598
USA
919 707
6000 ext
919 250 4224
Street Address (d different from above)
City
State
ZIP
1000 Birch Ridge Drve
Raelgih
NC
27610
Email
tstanton @ncdot gov
2 Agent/Contractor Information
Business Name
Agent/ Contractor 1 First Name
MI
Last Name
Agent/ Contractor 2 First Name
MI
Last Name
Mailing Address
PO Box
City
State
ZIP
Phone No 1
--tPhone
ext
No 2
ext
FAX No
Contractor #
Street Address (d different from above)
City
State
ZIP
Email
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252 808 2808 1 888 4RCOAST www nccoastalroanagernent net

Form DCM MP 1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3 Project Location
a Total length of shoreline on the tract (ft )
iple)
County (can be multiple)
Add re ss
Approximate Project Area = 3802000 sq ft
State Rd #
Carteret
US 70 from four lanes at Radio Island to near Olga Road (SR
US 70
(If many lot sizes please attach additional page with a list)
1426)
e Vegetation on tract
maintained /disturbed vegetation salt marsh loblolly, pine forest
Subdivision Name
City
g Identify and describe the existing land uses adiacent to the proposed project site
State
Zip
N/A
Beaufort
(Attach zoning compliance certificate d applicable)
NC
28516
Phone No
Lot No (s) (d many attach additional page with list)
ext
I Is the proposed project located in a National Registered Historic District or does it involve a ®Yes ❑No ❑NA
a In which NC river basin is the project located?
b Name of body of water nearest to proposed project
White Oak
Gallants Channel & Town Creek
c Is the water body identified in (b) above natural or manmade?
d Name the closest major water body to the proposed project site
®Natural ❑Manmade ❑Unknown
Newport River
e Is proposed work within city limits or planning jurisdiction?
f If applicable list the planning jurisdiction or city limit the proposed
®Yes ❑No
work falls within
Beaufort
4 Site Descnpton
a Total length of shoreline on the tract (ft )
b Size of entire tract (sq ft )
800 ft (approximately 400 ft on each shore)
Approximate Project Area = 3802000 sq ft
c Size of individual lot(s)
d Approximate elevation of tract above NHW (normal high water) or
N/A
NWL (nom►al water level)
(If many lot sizes please attach additional page with a list)
5 3 to 65 ®NHW or ❑NWL
e Vegetation on tract
maintained /disturbed vegetation salt marsh loblolly, pine forest
f Man -made features and uses now on tract
roadway sidewalks buildings bridges and culverts
g Identify and describe the existing land uses adiacent to the proposed project site
commercial residential forested
h How does local government zone the tract?
i Is the proposed project consistent with the applicable zoning?
Port Industrial General Business Commercial
(Attach zoning compliance certificate d applicable)
Residential
®Yes []No ❑NA
j Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k Hasa professional archaeological assessment been done for the tract? If yes attach a copy ®Yes []No ❑NA
If yes by whom? NCDOT Archaeology Group
I Is the proposed project located in a National Registered Historic District or does it involve a ®Yes ❑No ❑NA
National Register listed or eligible property?
<Form continues on next page>
252 808 2808 1 888 4RCOAST www nccoas allmanagernent net

Form DCM MP 1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m (i) Are there wetlands on the site? ®Yes []No
(ii) Are there coastal wetlands on the site? ®Yes []No
(iii) If yes to either (i) or (ii) above has a delineation been conducted'? ®Yes []No
(Attach documentabon if available)
n Describe existing wastewater treatment facilities
A sanitary sewer pumping station is located near the Intersection of West Beaufort Rd and Turner St This station will be
relocated
o Describe existing drinking water supply source
N/A
p Describe existing storm water management or treatment systems
N/A
5 Acbvibes and Impacts
a
Will the project be for commercial public or private use? ❑Commercial ®Public/Government
❑Pnvate /Community
b
Give a brief descnpbon of purpose use and daily operations of the project when complete
Roadway and bridge for transportation use
c
Describe the proposed construction methodology types of construction equipment to be used during construction the number of each type
of equipment and where it is to be stored
Proposed construction utilizing temporary work bridges and potentially barges however no temporary causeway(s) will be
used Typical construction equipment Includes crane bulldozer dump trucks motor grader etc
d
List all development activities you propose
Replace a movable span bridge with a high rise fixed span bridge on new location and Improve US 70 from four lanes at
Radio Island to near Olga Road (SR 1426)
e
Are the proposed activities maintenance of an existing project new work or both? Both
f What is the approximate total disturbed land area resulting from the proposed project? 64 ❑Sq Ft or ®Acres
g
WIII the proposed project encroach on any public easement public accessway or other area ®Yes []No ❑NA
that the public has established use of?
h
Describe location and type of existing and proposed discharges to waters of the state
Existing Grayden Paul bridge has open steel deck that allows deck water to discharge directly to channel New bridge will
have closed drainage system Treatment provided by infiltration basin for western end of bridge and by grass swale for
eastern end of bridge Existing causeway for Turner Street over Town Creek will be excavated and replaced with a bridge
Deck water will be routed to a grass swale for treatment
i
WIII wastewater or stormwater be discharged into a wetland? ❑Yes ®No ❑NA
If yes will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No ❑NA
I
Is there any mitigation proposed? ®Yes ❑No ❑NA
If yes attach a mitigation proposal
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252 808 2808 4 888 4RCOAST www nc coastal management net

Form DCM MP 1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6 Addihonallnformabon
In addition to this completed application form (MP 1) the following items below if applicable must be submitted in order for the application
package to be complete Items (a) — (t) are always applicable to any major development application Please consult the application
instruction booklet on how to properly prepare the required items below
a A project narrative
b An accurate dated work plat (including plan view and cross sectional drawings) drawn to scale Please give the present status of the
proposed project Is any portion already complete? If previously authorized work clearly indicate on maps plats drawings to distinguish
between work completed and proposed
c A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site
d A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties
e The appropriate application fee Check or money order made payable to DENR
f A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management
Name Phone No
Address
Name Phone No
Address
Name Phone No
Address
g A list of previous state or federal permits issued for work on the project tract Include permit numbers perinittee and issuing dates
h Signed consultant or agent authorization form if applicable
i Wetland delineation if necessary
j A signed AEC hazard notice for projects in oceanfront and inlet areas (Must be signed by property owner)
k A statement of compliance with the N C Environmental Policy Act (N C G S 113A 1 10) if necessary If the project involves expenditure
of public funds or use of public lands attach a statement documenting compliance with the North Carolina Environmental Policy Act
F7—Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application
The project will be subject to the conditions and restrictions contained in the permit
I certify that I am authorized to grant and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow up
monitoring of the project
I further certify that the Information provided in this application is truthful to the best of my knowledge
Date 1` 1. ZO ll Print Name (P -rwag. Q
Signature
Please indicate application attachments pertaining to your proposed project
®DCM MP 2 Excavation and Fill Information ®DCM MP 5 Bridges and Culverts
❑DCM MP 3 Upland Development
❑DCM MP-4 Structures Information
252 808 2808 1 Brig 4 RCOAST www ncc02sc21Mana9ernent net

Form DCM MP -2
EXCAVATION and FILL
(Except for bndges and culverts)
Attach this form to Joint Application for CAMA Major Permit Form DCM MP 1 Be sure to complete all other sections of the Joint
Application that relate to this proposed project Please include all supplemental information
Describe below the purpose of proposed excavation and /or fill activities All values should be given in feet.
1 EXCAVATION ❑This section not applicable
a Amount of material to be excavated from below NHW or NWL in b Type of material to be excavated
cubic yards sod
50
c (i) Does the area to be excavated include coastal wetlands/marsh
(CW) submerged aquatic vegetation (SAV) shell bottom (SB)
or other wetlands (WL)? If any boxes are checked provide the
number of square feet affected
❑CW ❑SAV ❑SB
OWL ®None
(n) Describe the purpose of the excavation in these areas
Bridge construction and to allow access for future maintenance
and inspection
d High- ground excavation in cubic yards
675
12 DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable
a Location of disposal area b Dimensions of disposal area
To be determined by the contractor
c (i) Do you claim title to disposal area?
❑Yes ®No ❑NA
(ii) If no attach a letter granting permission from the owner
e (i) Does the disposal area include any coastal wetlands/marsh
(CW) submerged aquatic vegetation (SAV) shell bottom (SB)
or other wetlands (WL)? If any boxes are checked provide the
number of square feet affected
❑CW ❑SAV ❑SB
OWL ®None
(n) Describe the purpose of disposal in these areas
To be determined by the contractor
d (i) Will a disposal area be available for future maintenance?
❑Yes ❑No ❑NA
(u) If yes where?
To be determined by the contractor
f (i) Does the disposal include any area in the water?
❑Yes ❑No ❑NA
(n) If yes how much water area is affected?
To be determined by the contractor
252 808 2808 1 886- 4RCOAST www ncco. s armara e�nent net rev sed 4226,06
Access
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
(NLW or
Breakwater
shoreline
NWL )
stabilization
Length
Width
Avg Existing
Depth
NA
NA
Final Project
Depth
NA
NA
1 EXCAVATION ❑This section not applicable
a Amount of material to be excavated from below NHW or NWL in b Type of material to be excavated
cubic yards sod
50
c (i) Does the area to be excavated include coastal wetlands/marsh
(CW) submerged aquatic vegetation (SAV) shell bottom (SB)
or other wetlands (WL)? If any boxes are checked provide the
number of square feet affected
❑CW ❑SAV ❑SB
OWL ®None
(n) Describe the purpose of the excavation in these areas
Bridge construction and to allow access for future maintenance
and inspection
d High- ground excavation in cubic yards
675
12 DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable
a Location of disposal area b Dimensions of disposal area
To be determined by the contractor
c (i) Do you claim title to disposal area?
❑Yes ®No ❑NA
(ii) If no attach a letter granting permission from the owner
e (i) Does the disposal area include any coastal wetlands/marsh
(CW) submerged aquatic vegetation (SAV) shell bottom (SB)
or other wetlands (WL)? If any boxes are checked provide the
number of square feet affected
❑CW ❑SAV ❑SB
OWL ®None
(n) Describe the purpose of disposal in these areas
To be determined by the contractor
d (i) Will a disposal area be available for future maintenance?
❑Yes ❑No ❑NA
(u) If yes where?
To be determined by the contractor
f (i) Does the disposal include any area in the water?
❑Yes ❑No ❑NA
(n) If yes how much water area is affected?
To be determined by the contractor
252 808 2808 1 886- 4RCOAST www ncco. s armara e�nent net rev sed 4226,06

Form DCM MP -2 (Excavation and F;11 Page 2 of 3)
3 SHORELINE STABILIZATION ® This section not applicable
(If development is a wood groin use MP 4 — Structures)
a Type of shoreline stabilization
❑Bulkhead ❑Riprap ❑Breakwater /Sill ❑Other
c Average distance waterward of NHW or NWL
e Type of stabilization material
g Number of square feet of fill to be placed below water level
Bulkhead backfill Riprap
Breakwater /Sill Other
I Source of fill material
b Length
Width
d Maximum distance waterward of NHW or NWL
f (i) Has there been shoreline erosion during preceding 12
months
❑Yes JONo ❑NA
(u) If yes state amount of erosion and source of erosion amount
information
h Type of fill material
4 OTHER FILL ACTIVITIES ❑This section not applicable
(Excluding Shoreline Stabilization)
a () Will fill material be brought to the site? ®Yes []No ❑NA b b) Will fill material be placed in coastal wetlands/marsh (CW)
If yes
(n) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
Fill (not for bridge) will be brought to the site but not placed
in the water Purpose will be to support the roadway
submerged aquatic vegetation (SAV) shell bottom (SB) or
other wetlands (WL)? If any boxes are checked provide the
number of square feet affected
❑CW ❑SAV ❑SB
JOWL 173.460 []None
(ii) Describe the purpose of the fill in these areas
To support the roadway
5 GENERAL
a How will excavated or fill material be kept on sde and erosion b What type of construction equipment will be used (e g dragline
controlled? backhoe or hydraulic dredge)?
Use of standard NCDOT Best Management Practices and erosion Heavy highway construction equipment
control measures
c (i) Will navigational aids be required as a result of the project?
❑Yes JONo ❑NA
(n) If yes explain what type and how they will be implemented
d (i) Will wetlands be crossed in transporting equipment to project
site? ®Yes []No ❑NA
(n) If yes explain steps that will be taken to avoid or minimize
environmental impacts
Use of standard NCDOT Best Management Practices and
erosion control measures
252 808 2808 1 888 4RCOAST www nccoastalmanagemen not evised 12 26 06

Fti&`m DCM MP -2 {Excavation and P t! Page 3 of 31
Date
-3307
Project Name
�(topm� -I�yp ,Ph0
Applicant Name
Applicant Signature
252 808 2808 1 888 4RCOAST www nccoassalmanaSemen not evised *12 26106

R -3307 GALLANTS CHANNEL 19RUb —
Fenn BCM MP-5
BRIDGES and CULVERTS
Attach this form to Joint Application for CAMA Major Permit Form DCM MP 1 Be sure to complete all other sections of the Joint
Application that relate to this proposed project Please include all supplemental information
1 BRIDGES [I This section not applicable
a Is the proposed bridge b Water body to be crossed by bridge
[]Commercial ®Public/Government ❑Private /Community Gallants Channel
c Type of bridge (construction material)
Concrete
e (i) Will proposed bridge replace an existing bridge? ®Yes []No
If yes
(u) Length of existing bridge 673 feet
(m) Width of existing bridge 36 3 feet
(iv) Navigation clearance underneath existing bridge
unlimited when open
(v) Will all or a part of the existing bridge be removed?
(Explain) all
9 Length of proposed bridge 3.395 feet
d Water depth at the proposed crossing at NLW or NWL
37 7 feet
f (Q Will proposed bridge replace an existing culvert? []Yes ®No
If yes
(u) Length of existing culvert
(in) Width of existing culvert
(iv) Height of the top of the existing culvert above the NHW or
NWL
(v) Will all or a part of the existing culvert be removed?
(Explain)
h Width of proposed bridge 80 feet
i Will the proposed bridge affect existing water flow? ❑Yes ®No I
If yes explain
k Navigation clearance underneath proposed bridge 65 feet from
low chord to Mean High Water
Will the proposed bridge affect navigation by reducing or
increasing the existing navigable opening? ®Yes []No
If yes explain Increases the width of the opening but
restricts the height to 65 feet from bridge low chord to
Mean High Water
I Have you contacted the U S Coast Guard concerning their
approval? ®Yes []No
If yes explain NCDOT submitted the application to USCG
on 6/17/2010
m Will the proposed bridge cross wetlands containing no navigable n Height of proposed bridge above wetlands Vanes from 4 feet
waters? ®Yes ❑No to 69 feet
If yes explain See plans
2 CULVERTS [0 This section not applicable
a Number of culverts proposed
b Water body in which the culvert is to be placed
252 808 2808 1 888 -4RCO S— www nccoastarrnaragement net rev s d 10r26i96

Form DCM MP -5 (Bridges and Culverts, Page 2 of 4)
C Type of culvert (construction material)
d (i) Will proposed culvert replace an existing bridge?
< Form continues on back>
❑Yes ONO
If yes
(u) Length of existing bridge
(m) Width of existing bridge
(iv) Navigation clearance underneath existing bridge _
(v) Will all or a part of the existing bridge be removed?
(Explain)
f Length of proposed culvert
h Height of the top of the proposed culvert above the NHW or NWL
I Will the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? ❑Yes ❑No
If yes explain
K 3307 dALLWTF, CM(Ma
e (i) Will proposed culvert replace an existing culvert?
❑Yes ❑No
If yes
(u) Length of existing culvert(s)
(m) Width of existing culvert(s)
(iv) Height of the top of the existing culvert above the NHW or
NWL
(v) Will all or a part of the existing culvert be removed?
(Explain)
9 Width of proposed culvert
I Depth of culvert to be buned below existing bottom contour
k Will the proposed culvert affect existing water flow?
[]Yes []No
If yes explain
3 EXCAVATION and FILL [I This section not applicable
a (i) Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? ®Yes ❑No
If yes
(u) Avg length of area to be excavated 100 ft
(n) Avg width of area to be excavated 50 ft
(iv) Avg depth of area to be excavated 3 5 ft
(v) Amount of material to be excavated in cubic yards 880
c (i) Will the placement of the proposed bridge or culvert require any
high- ground excavation? ®Yes ❑No
If yes SEE PEEMIT MA11400 S
(u) Avg length of area to be excavated Vanes with location
(m) Avg width of area to be excavated Vanes with location
(w) Avg depth of area to be excavated Vanes with location
(v) Amount of material to be excavated in cubic yards Vanes
b (i) Will the placement of the proposed bridge or culvert require any
excavation within coastal wetlands/marsh (CW) submerged
aquatic vegetation (SAV) shell bottom (SB) or other wetlands
(WL)? If any boxes are checked provide the number of square
feet affected
®CW 7116 ❑SAV ❑SB
OWL ❑None
(u) Describe the purpose of the excavation in these areas
To provide clearance to construct and inspect the
Gallants Channel Bridge
252 -808 2808 1-88" COAS" www nccoastatnsanagement net revisea - 3125 +06

Form DCM MP -5 (Bridges and Culverts Page 3 of 4) R -3307 &ftCHW75CWW JFL I P-10 P,
d If the placement of the bridge or culvert involves any excavation please complete the following
(i) Location of the spoil disposal area To be determined by the contractor
e
(ii) Dimensions of the spoil disposal area Unknown
(iii) Do you claim title to the disposal area? ❑Yes ®No (If no attach a lettergranting permission from the owner)
(iv) Will the disposal area be available for future maintenance? ❑Yes ®No
(v) Does the disposal area include any coastal wetlands /marsh (CW) submerged aquatic vegetation (SAVs) other wetlands (WL) or shell
bottom (SB)?
❑CW ❑SAV OWL ❑SB ®None
If any boxes are checked give dimensions if different from (ii) above
(vi) Does the disposal area include any area below the NHW or NWL? ? ❑Yes ®No
If yes give dimensions if different from (ii) above
(i) Will the placement of the proposed bridge or culvert result in any f
fill (other than excavated material described in Item d above) to
be placed below NHW or NWL? ®Yes ❑No
If yes
(ii) Avg length of area to be filled Varies
(iii) Avg width of area to be filled Varies
(iv) Purpose of fill To support the bridge (SEE PERMIT
DRAWINGS)
g (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed on high - ground? ®Yes ❑No
If yes
(ii) Avg length of area to be filled Varies
(iii) Avg width of area to be filled Varies
(iv) Purpose of fill To support the bridge (SEE PERMIT
DRAWINGS)
(i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed within coastal wetlands/marsh (CW) submerged
aquatic vegetation (SAV) shell bottom (SB) or other wetlands
(WL)? If any boxes are checked provide the number of square
feet affected
®CW 1.226 sq ft ❑SAV ❑SB
OWL 26.246 sa ft ❑None
(n) Describe the purpose of the excavation in these areas
Earth Fill 106 sq ft at Begin Bridge CW
Earth Fill 26 224 sq ft at End Bridge WL
Piles and Dnlled Piers 1 120 sq ft in CW 22 sq ft in
WL
a Will the proposed project require the relocation of any existing b Will the proposed project require the construction of any temporary
utility lines? ®Yes ❑No detour structures? ❑Yes ®No
If yes explain A CAMA General Permit for utility If yes explain
relocations was applied for under separate cover
If this portion of the proposed project has already received
approval from local authorities please attach a copy of the
approval or certification
252 808 2808 1 8813 RCOAST www nccoas almaragerrient net - evised 10}26106

Form DCM MP-5 (Bridges and Culverts, Page 4 of 4
R 3307 GAU.Hr C*WNEL WAD*
< Form continues on backs
Will the proposed project require any work channels? d How will excavated or fill material be kept on site and erosion
❑Yes ®No controlled)
If yes complete Form DCM MP 2
e What type of construction equipment will be used (for example
dragline backhoe or hydraulic dredge)?
Heavy highway construction equipment
g Will the placement of the proposed bridge or culvert require any
shoreline stabilization? ®Yes ❑No
If yes complete form MP 2 Section 3 for Shoreline
Stabilization only
Date
(2 -33arl
Project Name
6��oul PhD
Applicant Name I '- ) Z) ' r„tJ_ ,J �'' 1"
Applicant Signature
Use of Standard NCDOT Best Management Practices and
Erosion Control Measures
f Will wetlands be crossed in transporting equipment to project site?
®Yes []No
If yes explain steps that will be taken to avoid or minimize
environmental impacts
Only wetlands to be crossed are those depicted in the
Roadway plans and permits
252 808 2808 1 88"RCOAST www nccoastalmanagennent net - evmsed lG126106

9-3301 [aRTERET CO
MP -5 Foe Turem. ST Set &E
Bm UCM MP-5
BRIDGES and CULVERTS
Attach this form to Joint Application for CAMA Major Permit Form DCM MP 1 Be sure to complete all other sections of the Joint
Application that relate to this proposed project Please include all supplemental information
1 BRIDGES [I This section not applicable
a Is the proposed bridge
❑Commercial ®PublicJGovernment ❑Pnvate/Commundy
c Type of bridge (construction material)
Concrete
e (i) Will proposed bridge replace an existing bridges ❑Yes ®No
If yes
(n) Length of existing bridge
(w) Width of existing bridge
(iv) Navigation clearance underneath existing bridge
(v) Will all or a part of the existing bridge be removed?
(Explain)
9 Length of proposed bridge 585 ft
I Will the proposed bridge affect existing water flow? ®Yes []No
If yes explain The causeway that currently tames Turner
Street over Town Creek will be removed Average
flows will increase slightly per hydraulic report by
Moffatt & Nichol They found the following average
increase in flows
Spring Tide 0 9%
Neap Tide 2 0%
Mid Tide 16%
k Navigation clearance underneath proposed bridge N/A
b Water body to be crossed by bridge
Town Creek
d Water depth at the proposed crossing at NLW or NWL
5 2 feet
f (i) Will proposed bridge replace an existing culvert? ®Yes ❑No
If yes
(n) Length of existing culvert 61 ft
(m) Width of existing culvert 4 Cad 95 x 67 CMPA
(iv) Height of the top of the existing culvert above the NHW or
NWL 0 8 ft
(v) Will all or a part of the existing culvert be removed?
(Explain) All
h Width of proposed bridge 75 feet
l Will the proposed bridge affect navigation by reducing or
increasing the existing navigable opening? ❑Yes ®No
If yes explain
I Have you contacted the U S Coast Guard concerning their
approval? ❑Yes ®No
If yes explain
m Will the proposed bridge cross wetlands containing no navigable n Height of proposed bridge above wetlands Varies from 7 2 feet
waters? ®Yes ❑No to 8 9 feet
If yes explain See plans
2 CULVERTS ®This section not applicable
252 808 7-808 1 886 4RCOAS T wvvw nccoas artrara ement ne rer sez ;; 26 J6

Form DCM MP-5 Bridge-, and Culverts Page 2 of 4,
a Number of culverts proposed
c Type of culvert (construction material)
Q -3301 CARTE11W C-0
M P-5 Foc 'TuRWER ST B2t0&E
b Water body in which the culvert is to be placed
< Form continues on back>
d (i) Will proposed culvert replace an existing bridge? a (i) Will proposed culvert replace an existing culvert?
[]Yes ❑No ❑Yes ❑No
If yes
(u) Length of existing bridge
(w) Width of existing bridge
(iv) Navigation clearance underneath existing bridge
(v) Will all or a part of the existing bridge be removed?
(Explain)
f Length of proposed culvert
h Height of the top of the proposed culvert above the NHW or NWL
1 Will the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? ❑Yes ❑No
If yes explain
If yes
(n) Length of existing culvert(s)
(m) Width of existing culvert(s)
(iv) Height of the top of the existing culvert above the NHW or
NWL
(v) Will all or a part of the existing culvert be removed?
(Explain)
9 Width of proposed culvert
I Depth of culvert to be buried below existing bottom contour
k Will the proposed culvert affect existing water flow?
❑Yes ❑No
If yes explain
3 EXCAVATION and FILL El This section not applicable
a (i) Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? ®Yes ❑No
If yes
(n) Avg length of area to be excavated 540 ft
(m) Avg width of area to be excavated 120 ft
(iv) Avg depth of area to be excavated 14 ft
(v) Amount of material to be excavated in cubic yards 3360
b (i) Will the placement of the proposed bridge or culvert require any
excavation within coastal wetlandstmarsh (CW) submerged
aquatic vegetation (SAV) shell bottom (SB) or other wetlands
(WL)? If any boxes are checked provide the number of square
feet affected
®CW 67.760 ❑SAV ❑SB
OWL ❑None
(n) Describe the purpose of the excavation in these areas
The Tumer Street causeway will be removed and
excavated down to an elevation of 0 2 ft
62 8 S 23tiS 1 886 4 ,,c;.1LS' WWW necoas air•ara a -lent -let ev see: .1 Z 26 36

"-or "-orm DCM Mid -5 (Bridges arse Culverts Page 3 of 4
c (i) Will the placement of the proposed bridge or culvert require any
high- ground excavation? ®Yes ❑No
If yes
(ii) Avg length of area to be excavated 540 ft
(iii) Avg width of area to be excavated 120 ft
(iv) Avg depth of area to be excavated 1 3 ft
(v) Amount of material to be excavated in cubic yards 3.100
2 -3301 C A a.TMe s Gil
MP-5 For_ iue10E12 5T SM 0GcE
d If the placement of the bridge or culvert involves any excavation please complete the following
(i) Location of the spoil disposal area To be determined by the contractor
e
9
(ii) Dimensions of the spoil disposal area Unknown
(iii) Do you claim title to the disposal area? ❑Yes ®No (If no attach a lettergrantrng permission from the owner)
(iv) Will the disposal area be available for future maintenance? ❑Yes ®No
(v) Does the disposal area include any coastal wetlands/marsh (CW) submerged aquatic vegetation (SAVs) other wetlands (WL) or shell
bottom (SB)?
❑CW ❑SAV OWL ❑SB ®None
If any boxes are checked give dimensions d different from (ii) above
(vi) Does the disposal area include any area below the NHW or NWL? ? ❑Yes ®No
If yes give dimensions if different from (ii) above
(i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed below NHW or NWL? ®Yes ❑No
If yes
(ii) Avg length of area to be filled Varies
(iii) Avg width of area to be filled Varies
(iv) Purpose of fill To support the bridge and roadway
approach
(i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed on high - ground? ®Yes [--]No
If yes
(ii) Avg length of area to be filled Vanes
(iii) Avg width of area to be filled Varies
(iv) Purpose of fill To support the bridge and roadway
approach
4 GENERAL
a Will the proposed project require the relocation of any existing b
utility lines? ®Yes ❑No
If yes explain Sewer line along Turner Street will require
(i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed within coastal wetlands /marsh (CW) submerged
aquatic vegetation (SAV) shell bottom (SB) or other wetlands
(WL)? If any boxes are checked provide the number of square
feet affected
®CW ❑SAV ❑SB
OWL ❑None
(ii) Describe the purpose of the excavation in these areas
Earth Fill 1 570 sq ft at Begin Bridge CW
Earth Fill 8 710 sq ft at End Bridge CW
Piles
178 sq ft in CW
Will the proposed project require the construction of any temporary
detour structures? [--]Yes ®No
If yes explain
252 31a 2508 1 886 4RCCiAS vrww nccoas airr°ar•agemorit ne ev sec °pis 26 06

rorm DCM P- t radgles arse Culverts Page .' of
relocation
If this portion of the proposed project has already received
approval from local authorities please attach a copy of the
approval or certification
< Form continues on back>
C 3301 CAILTMr Go
M P- S FOIL TUINER ST ZR.lfla r
c Will the proposed project require any work channels? d How will excavated or fill material be kept on site and erosion
❑Yes ®No controlled?
If yes complete Form DCM MP 2 Use of Standard NCDOT Best Management Practices and
Erosion Control Measures
e What type of construction equipment will be used (for example
dragline backhoe or hydraulic dredge)?
Heavy highway construction equipment
g Will the placement of the proposed bridge or culvert require any
shoreline stabilization? ®Yes []No
If yes complete form MP 2 Section 3 for Shoreline
Stabilization only
Date
R -330
Project Name
�(Mc4kj I rt Pk 0
Applicant Name
Applicant Signature V1 V
f Will wetlands be crossed in transporting equipment to project site?
®Yes ❑No
If yes explain steps that will be taken to avoid or minimize
environmental impacts
Only wetlands to be crossed are those depicted in the
Roadway plans and permits
Z52 318 2808 1 886 4RCCAS- wvvw nrcoasxaimanagernent no ev sew "m 26 06

Y
o
7em
E a ement
PROGRAM
October 27 2011
Mr Gregory J Thorpe PhD
Manager Protect Development and Environmental Analysis Branch ovy North Carolina Department of Transportation
1548 Mail Service Center
Raleigh North Carolina 27699 1548
Dear Dr Thorpe
Subject EEP Mitigation Acceptance Letter
R 3307, US 70 from Existing 4 Lanes at Radio Island to US 70 North of Beaufort near
SR 1429 (Olga Road) Carteret County
The purpose of this letter is to notify you that the Ecosystem Enhancement Program (EEP) will provide the
compensatory stream and wetland mitigation for the subject project Based on the information supplied by you on
July 26 and October 27 2011 the impacts are located in CU 03020106 of the White Oak River Basin in the
Southern Outer Coastal Plain (SOCP) Eco Region and are as follows
White Oak
03020106
Stream
Wetlands
Buffer (Sq Ft)
Non
Coastal
SOCP
Cold
Cool
Warm
Riparian
Riparian
Marsh
Zone 1
Zone 2
Impacts
0
0
803
178
469
0
0
0
feettacres
This mitigation acceptance letter replaces the mitigation acceptance letter issued on July 27, 2011
EEP commits to implementing sufficient compensatory stream riparian and non riparian wetland mitigation credits
to offset the impacts associated with this project in accordance with the N C Department of Environment and
Natural Resources Ecosystem Enhancement Program In Lieu Fee Instrument dated July 28 2010 If the above
referenced compact amounts are revised then this mitigation acceptance letter will no longer be valid and a new
mitigation acceptance letter will be required from EEP
1929
If you have any questions or need additional information, please contact Ms Beth Harmon at 919 715
Sincerely
6*1M ��� 6 0
Michael Ellison
EEP Deputy Director
cc Mr Tom Steffens USACE — Washington Regulatory Field Office
Mr Brian Wrenn Division of Water Quality Wetlands/401 Unit
File R 3307
Ratormg Pro" Our Stag
W.WA
North Carolina Ecosystem Enhancement Proaram 1652 Mad Service Center Raleiah NC 27699 1652 / 919 715 -0476 / www nceeo net

Turner Street Marsh Restoration Plan
R -3307, Highway 70 Improvements
Beaufort, Carteret County
Federal Aid Project No STPNHF- 70(43) 1 V�
State Project No 81162501 V
WBS No 34528 1 1
October 13, 2010
The North Carolina Department of Transportation ( NCDOT) will perform on -site
mitigation for impacts associated with R -3307 Improvements to US 70 from existing
four lanes at Radio Island to US 70 North of SR 1429 (Olga Road)
The mitigation site is located dust north of the town of Beaufort along Turner Street
adjacent to Town Creek The mitigation is proposed to restore 14 acres of salt marsh by
causeway removal along Turner Street This mitigation will be used to offset the 1 1 acres
of impacts to salt marsh, at a 1 1 ratio, associated with TIP R 3307 The residual 0 3
acres of restoration will be retained by the NCDOT as on -site assets for future projects in
the area
Existing Conditions
Turner Street is currently a two lane secondary road that crosses Town Creek
approximately 300 feet south of West Beaufort Road Town Creek flows to the west
under Turner Street through four 60 ft long, 95 x 67" corrugated aluminum pipes To
the south of the crossing, a salt marsh wetland dominated by smooth cordgrass (Spartina
alterraflora) runs along the both sides of the causeway and extends outward along Town
Creek
The Environmental Assessment (EA) dated October 2004 and the Finding of No
Sigmficant Impact (FONSI) dated August, 2006, for TIP R -3307, provide further details
concerning natural resource and roadway conditions
Proposed Conditions
The mitigation site will consist of 14 acres of salt marsh restoration at the proposed
Turner Street Bridge The NCDOT will remove the existing culverts and approximately
560 ft of causeway The causeway and any higher knolls within the right of -way will be
graded to a target elevation of -0 2 ft msl This elevation is slightly higher than the mean
tide level and is within the range of elevations taken in the adjacent marsh The
restoration area will be planted on three foot centers with smooth cordgrass
The Natural Environment Unit shall be contacted to provide construction oversight to
ensure that the wetland mitigation area is constructed appropriately

Monitoring
Target elevations will be verified during construction to ensure the restoration area
achieves the same hydrologic regime as the adjacent salt marsh wetland
The quantitative marsh vegetation monitoring will be accomplished in accordance with
the draft guidelines for `Site Monitoring Surveys for Emergent Marsh Mitigation',
established by the National Marine Fisheries Service, through the evaluation of randomly
distributed 1 square meter plots located by GPS within the site
The vegetation component of the wetland site will be deemed successful if the following
criteria are met
1 At year five, the average of all plots should have a scale value of 5 ( >75%
vegetative cover) consisting of wetland herbaceous species, not including any
invasive species,
2 A minimum of 70% of the plots shall contain the target (planted) species
NCDOT will perform the monitoring described above for 5 years or until the site is
deemed successful The site will be protected in perpetuity and placed on the Natural
Environment Unit's Mitigation GeoDatabase

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