20081808 Ver 1_Application_20081210

MICHAEL F EASLEY
GOVERNOR
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION

U S Army Corps of Engineers
Washington Regulatory Field Office
Post Office Box 1000
Washington, NC 27889-1000

LYNDO TIPPETT
SECRETARY
December 9, 2008
D?
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Attention Mr William Wescott, NCDOT Coordinator
pENR-WAtERWI WVgy?11Clt
ViEPASAN9 O Q
Subject Application for Section 404 Nationwide Permit Numbers 14-and 33, Section 401
Water Quality Certification, and Neuse Riparian Buffer Authorization for
Improvements to US 17 from Mills Street in Bridgeton to North of SR 1433 (Antioch
Road), Craven County State Project 8 117601 Federal Aid Project STPNHF-17(24)
TIP R-3403A Debit $570 from WBS 34538 1 1
The North Carolina Department of Transportation (NCDOT), Division of Highways, in consultation with
the Federal Highway Administration (FHWA), proposes to widen US 17 to a multi-lane facility from
Mills Street in Bridgeton to North of SR 1433 (Antioch Road) in Craven County The length of the
proposed project (R-3403A) is approximately 2 9 miles (see Permit Drawings, enclosed) The project has
been separated into two sections, A & B, due to differences in proposed construction dates Section A
')egins at Mills Street in Bridgeton and ends north (of the southernmost intersection) of SR 1433
(Antioch Road), section B starts there and continues to north of NC 43
The purpose of this letter is to request approval for the United States Army Corps of Engineers (USACE)
Section 404 NW 14 & 33 permits and Section 401 Water Quality Certification and Neuse Riparian
Buffer authorization from the North Carolina Division of Water Quality (NCDWQ) for Project R-3403A
Public Notice for projects R-3403A and B was published on May 4, 2004, and assigned Action ID
200411285 by USACE
In addition to the cover letter and PCN Form, this application package includes the following permit
drawings, riparian buffer drawings, a set of half-size roadway plans, EEP acceptance letter, and 4A and
4C meeting minutes
Purpose and Need
The purpose and need for this project, as identified in the 2002 Environmental Assessment (EA), is to
improve safety, increase traffic capacity to meet projected transportation needs, and reduce travel times
The 1992 New Bern-Bridgeton-Trent Woods-River Bend Urban Thoroughfare Plan classifies US 17 as
an Urban Mayor Thoroughfare from Mills Street in Bridgeton to approximately 1 5 miles north of
Antioch Road This project addresses an important regional transportation need to improve traffic flow in
the US 17 corridor that accesses the Cherry Point Marine Base and the Atlantic coast The purpose of
the project is to alleviate congestion and improve the level of service along US 17, and by doing so,
improve the safety of the route US 17 currently operates at Level of Service (LOS) "D", and these
MAILING ADDRESS TELEPHONE [phone] LOCATION
NC DFPARTMENT OF TRANSPORTATION FAX [phone] CAPITAL BLVD
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS PLB SUITE 168
1598 MAIL SERVICE CENTER WESSITE WWW NCDOT ORG RALEIGH NC 27604
RALEIGH NC 27699-1598

i?
conditions will become worse as traffic volumes are forecast to increase in the future Providing
additional traffic-carrying capacity will improve the operation of US 17 as a hurricane evacuation route'
Project Description
The project widens US 17 symmetrically about the existing centerline, from Mills Street to Pine Street
From Pine Street to south of B Street (SR 1602), the proposed 4-lane divided highway shifts west of the
existing US 17 centerline The project intersects the Norfolk Southern Railway in Bridgeton at grade
The existing nght ,of--way is 150-feet wide and is offset to the east of the US 17 centerline from
Mills Street,to B Street From B,Street to Antioch Road, the right-of-way is offset to the west With the
exception'of buying temporary construction easements, NCDOT proposes to locate the improved facility
within the current, 150-foot comdor'
The project has a "best fit" alignment that avoids the Bridgeton Historic District west of US 17 and the
Encee Chemical Sales Company located south of the railroad crossing By avoiding this company's
property while providing a 60 mph design speed, this alignment will impact several residences and
businesses west Hof US 17 and north of the railroad tracks
The project has been further divided into sections AA and AB The AA section begins at Mill Street and
continues to the Norfolk Southern Railway The AB section begins there and ends north of Antioch
Road
Summary of Impacts
Waters of the U S Proposed impacts to jurisdictional areas of R-3403A total 0 14 acre of permanent
riparian wetland impacts, 0 79 acre of permanent non-npanan wetland impacts, 0 13 acre of 401 isolated
wetland impacts and 443 linear feet of permanent stream impacts See Table 1 for the permanent and
temporary impact summary for all sites
Neuse Riparian Buffers There are mitigable impacts proposed to 13,390 square feet and allowable
unpacts to 12,759 square feet of Neuse River basm riparian buffer for R-3403A (see Table 2)
Summary of Mitigation
The NCDOT has avoided and minimized impacts to jurisdictional resources to the greatest extent
practicable as described above The unavoidable impacts to Junsdictional wetlands, streams, and riparian
buffer will be offset by compensatory nutigation provided by NC Ecosystem Enhancement Program
(EEP)
Project Schedule
Construction of this project is divided into two sections (A and B) Only the A section is included in tlus
perrmt application The Let date for R-3403A is December 16, 2008 The Let date for R-3403B is
currently scheduled for March 2, 2020 Due to the amount of time between lettings, an application for R-
3403B will be subrnitted at a later date The attached penmt drawings are final in detailing all proposed
impacts occurring within Project R-3403A
NEPA Document Status
This project has been developed through the NEPA/404 merger process The project was added in June
1995 for inclusion in the 1996-2002 Transportation Improvement Plan (TIP) Concurrence Points 1
(Purpose and Need) and 2 (Alternatives for Study) were approved on October 1, 1999 and June 14, 2001,
respectively The EA was signed June 3, 2002 Concurrence Point 2A (Bridging Decisions and Final
Alternatives to Carry Forward) was approved on January 3, 2003 Concurrence Point 3 (Least
Environmentally Damaging Practicable Alternative (LEDPA)) and 4A (Avoidance and Mininuzation)
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171

were both approved on September 9, 2004 Concurrence Point 4C for Project R-3403A was completed
t on December 13, 2006, and the final field review was held on February 27, 2008
Independent Utility
R-3403A 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
Resource Status
The project study area is located in the Neuse River Basin within the North Carolina Division of Water
Quality (NCDWQ) sub-basin 03-04-10 and within the United States Geological Survey (USGS) eight-
digit Cataloging Unit 03020204 Surface waters within the project study area are classified as "C",
"SC", and "SW" The impacts are located in an unnamed tributary to the Neuse River and an unnamed
tributary to Mills Branch
Jurisdictional Delineation
Wetland and stream identification and prelimmary assessment analysis for the study area were performed
in 1999, reported in the Natural Resources Technical Report (NRTR), and summarized in the EA for this
project The wetlands and streams within the project study area were delineated based on the 1987
USACE Wetland Delineation Manual and the preliminary design was prepared to avoid and nummize
impacts to the extent practicable Jurisdictional areas were venfied in the field by USACE representative
Mike Bell on February 21, 2001 and R-3403A wetlands were re-venfied in the field on March 5, 2008 by
USACE representative William Wescott Venfied jurisdictional wetlands and streams are depicted on
the enclosed Permit Drawings
Characterization of Jurisdictional Sites
Wetlands and streams were described in the NRTR and EA completed for this project as follows
Wetlands
The EA describes the wetlands occurring in Project R-3403A as "Depressional Wetlands" as follows
"This community is located throughout the project, between areas developed for agriculture and
residential/commercial uses It is also found in the area between US 17 and the railroad tracks, which
parallel the road for much of the project length It is composed of a mosaic of small upland areas
interspersed among wet depressions and canebrake areas "
Streams
As part of the 1999 assessment for the NRTR, stream reaches falling within the study corridor of the
Preferred Alternative were identified and assessed This assessment was reported in the NRTR and
summarized in the EA as "channelized" with "sand-substrate" and "some flow"

Page 3 of 9

Jurisdictional Resources
C
ly
Estimated impacts to jurisdictional areas (as shown on the Wetland Permit Impact Summary sheet,
enclosed, and in Table 1) are the result of mimnuzation and avoidance measures and represent the final
impacts foreseen at this time Section AA sites include Al-A2 and Section AB sites include B1-B9
Table 1. Summary of Wetland and Stream Impacts for R-3403A
Sit Wetland Impacts (acres) Stream Impacts (linear feet)
e Permanent Temporary Permanent Temporary
Al 004 000 0 0
A2 0 23 0 00 0 0
B1+ 0 05 0 00 72 80
B2* 0 02 0 00 0 0
B3+ 0 09 0 00 105 61
B5 0 04 0 00 0 0
B7 0 48 0 00 0 0
B8 0 00 0 00 266 95
B9* Oil 0 00 0 0
Total 1 06 0 00 443 236
*denotes 401 isolated wetlands
+denotes npanan wetlands
Permanent Impacts Proposed permanent impacts include fill, excavation, and mechanized clearing in
wetlands The total permanent wetland impacts are 0 93 acre Proposed permanent impacts due to fill in
surface waters are 443 linear feet (0 07 acre) Impacts for isolated wetlands are 0 13 acre (see Wetland
Permit Impact Summary, enclosed)
Temnporary Impacts Proposed temporary impacts to 0 07 acre of wetlands due to temporary fill in
wetlands in the hand clearing areas for the installation of erosion control measures, including Temporary
Silt Fence and/or Special Sediment Control Fence Proposed temporary fill in surface waters is 0 04 acre
(236 linear feet)
Hand Clearm There will be 0 14 acre of hand clearing in riparian wetlands and 0 22 in non-npanan
wetlands due to project construction
Riparian Buffer Impacts There are mitigable impacts proposed to 13,390 square feet (at Site 133) and
allowable impacts to 12,759 square feet (at Site Bl) of Neuse River basin riparian buffer for R-3403A
(see Table 2 and Buffer Impacts Summary, enclosed) There are 9,175 square feet of buffer impacts at
Sites B1 and B3, which are in jurisdictional wetlands
Utility Impacts There will be 0 42 acre of hand clearing for aerial power lines
Table 2. Summary of Buffer Impacts for R-3403A

Site Total Buffer Impact
(ft) Wetland Impact Within
Buffer (ft) Buffer Requiring
Mitigation (ft)
Zone 1 Zone 2 Total Zone 1 Zone 2 Total Zone 1 Zone 2 Total
B1 7,913 4,846 12,759 2,747 1,145 3,892 N/A N/A N/A
B3 8,264 5,126 13,390 4,602 681 5,283 8,264 5,126 13,390
Total 16,177 9,972 26,149 7,349 1,826 9,175 8,264 5,126 13,390
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W
Wetlands
Roadway impacts proposed at Site Al involve 0 02 acre of permanent fill and 0 02 acre of mechanized
clearing for a total 0 04 acre within depressional wetlands Roadway impacts at Site A2 involve
0 14 acre of permanent fill and 0 09 acre of mechanized clearing for a total 0 23 acre
Extension of the 6-foot by 6-foot Reinforced Concrete Box Culvert (RCBC) proposed at Site B 1 involves
0 05 acre of permanent fill with 0 07 acre depressional wetlands to be hand cleared
Roadway impacts proposed at Site B2 involve 0 02 acre of permanent fill with 0 06 acre of hand clearing
in depressional wetlands
Extension of the double 6-foot by 5-foot RCBC proposed at Site B3 involves 0 09 acre of permanent fill
and less than 0 01 acre excavation with 0 07 acre of hand clearing for a total 0 10 acre impact within
depressional wetlands
Ditching through Site B5 is required due to topography Roadway impacts proposed at Site B5 involve
0 04 acre of permanent fill and 0 09 acre of hand clearing in depressional wetlands
Roadway impacts at Site B7 will necessitate 0 48 acre permanent fill and 0 05 acre hand clearing in
depressional wetlands Roadway impacts proposed at Site B9 involve 0 11 acre of permanent fill with
0 02 acre of hand clearing within depressional wetlands
Streams
The existing 6-foot by 6-foot RCBC at Site B1 will be retained and extended The outlet extension will
be buried approximately 1-foot, however, the inlet extension will not, due to the existing inlet being
perched Permanent impacts to 72 linear feet (0 02 acre) of stream channel and temporary impacts to
80 linear feet (0 02 acre) channel tributary to the Neuse River will result
The existing double 6-foot by 5-foot RCBC at Site B3 will be retained and extended The extensions will
not be buried due to the existing inlet and outlet being perched Permanent impacts to 105 linear feet
(0 02 acre) stream channel and temporary impacts to 61 linear feet (0 01 acre) channel tributary to Mills
Branch will result
The existing 4-foot by 5-foot RCBC at Site B8 will be extended with a 72-inch Reinforced Concrete Pipe
(RCP) that will be buned 1-foot Permanent impacts to 155 linear feet (0 02 acre) stream channel and
temporary impacts to 77 linear feet (0 01 acre) channel tributary to Mills Branch will result The existing
42-inch Corrugated Metal Pipe (CMP) will be replaced with a 72-inch RCP that will be buried 1-foot
Permanent impacts to 111 linear feet (0 01 acre) stream channel and temporary impacts to 18 linear feet
(<0 01 acre) channel tributary to Mills Branch will also result at Site B8 Total permanent impacts of
266 linear feet (0 03 acre) channel and temporary impacts of 95 linear feet (<0 02 acre) channel are
proposed at Site B8
Neuse River Basin Riparian Buffer
This project is located in the Neuse River Basin, therefore, the regulations pertaining to the buffer rules
apply There will be a total of 26,149 ft2 of impacts to riparian buffers (see Table 2) This includes
12,759 ft2 (7,913 ft2 in Zone 1 and 4,846 ft2 in Zone 2) of impacts that will occur from approach fill,
excavation, and mechanized clearing activities due to road crossings These road crossing activities are
allowable because impacts are less than the 150-foot or one-third of an acre threshold per crossing, for
which mitigation is required Uses designated as allowable may proceed within the riparian buffer
provided that there are no practical alternatives to the requested use pursuant to Item (8) of this rule
There are 13,390 ft2 (8,264 ft2 in Zone 1 and 5,126 ft2 in Zone 2) of road crossing impacts that exceed the
threshold for mitigation, which is considered allowable with mitigation However, a portion of these
impacts overlap with jurisdictional wetlands When this occurs, wetland nutigation will be provided in
Page 5 of 9
CA
lieu of buffer rrutigation There is also an additional 1,600 ft2 (0 059 acre) of hand clearing in the .,r
riparian buffer (800 ftZ in Zone 1 and 1,000 ft2 in Zone 2) for aerial power lines This action is exempt
because it is a perpendicular crossing that disturbs equal to or less than 150 linear feet of riparian buffer
Additional information is provided in the buffer impacts summary sheets
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 The United States Fish and Wildlife Service (USFWS)
include the five federally protected species summanzed in Table 3 for Craven County as of the
January 31, 2008, listing Species characteristics, distribution, and habitat details along with survey and
biological conclusion information were reported in the previously referenced EA
Table 3. Federally Protected Species for Craven County

Scientific Name
Common Name
Status Habitat
Present Biological
Conclusion
Alligator mississi iensis American alligator T(S/A) N/A Not Required
Dermochelys coriacea Leatherback sea turtle E No No Effect
Picoides borealis Red-cockaded woodpecker E No No Effect
Trichechus manatus West Indian manatee E No No Effect
Aeschynomene virglnica Sensitive joint-vetch T Yes No Effect
Surveys were completed in 1999 prior to the completion of the EA for the above-listed species During
these surveys, no suitable habitat was identified within the study area for Project R-3403A for
leatherback sea turtle (Dermochelys conacea), red-cockaded woodpecker (Picoides borealis), or West
Indian manatee (Trichechus manatus) Specific survey for individuals or populations of sensitive joint-
vetch (Aeschynomene virginica) was conducted because potentially suitable habitat was identified for
this species The Project R-3403 study area was re-surveyed in September 2002 for sensitive point-vetch
and the Project R-3403A study area will be re-surveyed for individuals and/or populations of this species
again prior to construction Therefore, biological conclusions of No Effect were given due to the lack of
occurrence or absence of habitat for the federally protected species listed for Craven County
Bald and Golden Eagle Protection Act
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 de-listing took
effect August 8, 2007 After de-listing, the Bald and Golden Eagle Protection Act (16 U S C 668-668d)
became the primary law protecting bald eagles No suitable bald eagle nesting habitat was found within
660 feet of the project limits Thus project will, therefore, have no effect on the bald eagle
Cultural Resources
Project effects on archaeological and architectural resources were documented in the EA and summarized
as follows
Archaeological Resources
This is a federally funded project subject to Section 106 of the National Historic Preservation Act which
requires consultation with the State Historic Preservation Office (HPO) on possible effects of the project
on historic properties The Area of Potential Effects (APE) for this project is defined as the geographic
area or areas within which a project may cause changes in the character or use of historic properties The
Page 6 of 9
HPO requested that background research be provided for the general project area and a National Register
of Historic Places (NRHP) evaluation for site 3 1 CV244/244* * be completed
Field investigations were comprised primarily of pedestrian reconnaissance of plowed field locations
The pedestrian survey revealed a high degree of landform disturbance within the APE due to residential,
industrial, and agricultural development In addition, the presence of the Norfolk and Southern Railroad
adjacent to the east side of the existing US 17 right-of-way has lessened the possibility for intact
archaeological sites within the eastern limits of the project's APE A single historic surface scatter
designated site 31CV257** was recorded within the project area A series of twelve 50cm x 50cm
subsurface test units were excavated within the limits of site 3 1 CV244/244** which yielded evidence of
Woodland and late 19th century components predominantly confined to the plow zone The Wallace
cemetery was documented due to its close proxinuty to the project area At least 23 graves are present
with an internment date range from 1882-1973
None of these resources were determined to be significant through application of the criteria established
for eligibility to the NRHP under 36 CFR§60 4 In addition, there are no visible remains or features that
would be appropriate for public display and interpretation, and would warrant preservation in place as a
public exhibit Therefore, Section 4(f) of the Department of Transportation Act of 1966 (U S C §303) as
amended does not apply No further archaeological work is recommended
Architectural Resources
An architectural historian with the NCDOT conducted a field study of the project's APE and reported the
findings to the HPO For purposes of compliance with Section 106 of the National Historic Preservation
Act, HPO and NCDOT concur that the following properties are eligible for the NRHP as contributing
resources with the Bridgeton Historic District
House (Property #39), House (Property #41), House (Property #44), & House (Property #45)
The Bridgeton Historic District is a "well-preserved early twentieth century community that has local
significance both for its architecture and its history " It was determined eligible for the NRHP in 1992,
with most buildings within the district contributing to its integrity, in spite of typical alterations such as
the addition of artificial siding and the replacement of porches The project will have no adverse effect
on the Bridgeton Historic District because the chosen alignment does not take property in the district and
there will be no construction easements in the district This assessment of effects is recorded on a form
signed by NCDOT, HPO, and FHWA on November 29, 2001
FEMA Compliance
The project has been coordinated with appropriate state and local officials and the Federal Emergency
Management Agency (FEMA) to assure compliance with federal, state, and local floodway regulations
The location and conceptual design of the build alternative in the floodplam and floodway were planned
to mitigate increases in flooding risk and substantial environmental impacts A floodplam evaluation was
conducted for the project in accordance with Executive Order 11988 "Floodplain Management" and
23 CFR 650, Subpart A "Location and Hydraulic Design of Encroachments of Floodplains " The
floodplains in the study area were identified The recommended alternative crosses the 100-year
floodplains of an unnamed tributary to the Neuse River and an unnamed tributary to Mills Branch Since
this is a widening project, existing culverts within the 100-year floodplam will be retained and extended
Potential impacts to the floodplam from erosion will be mitigated through strict adherence to NCDOT's
"Best Management Practices for Protection of Surface Waters "
Mitigation Options
The NCDOT is committed to incorporating all reasonable and practical design features to avoid and
minimize jurisdictional impacts, and to provide full compensatory mitigation for all remaining,
Page 7 of 9
46
unavoidable jurisdictional impacts Avoidance measures were taken during the planning and NEPA
compliance stages and ni mrruzation measures were incorporated as part of the project design Because
opportunities for on-site mitigation are limited, NCDOT proposes to utilize the EEP to nutmgate for
wetland, stream, and buffer impacts
Avoidance and Minimization
Due to the location and extent of wetlands and surface waters within the project study area, complete
avoidance of impacts is not possible Any widening of US 17 will impact jurisdictional areas All
jurisdictional features were delineated, field venfied, and surveyed within the project corridor Using
these surveyed features, preliminary designs were adjusted to avoid and/or minimize impacts to wetlands,
streams, and riparian buffer 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 Best
Management Practice (BMP) documents that have been reviewed and approved by the resource agencies
and which will be followed throughout construction Wetland areas not affected by the project will be
protected from unnecessary encroachment Avoidance and mmmmmzatmon strategies applied on this
project 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
• Crossings of jurisdictional areas were angled to cross as perpendicularly as possible to rmmmize
impacts
• Design Standards in Sensitive Watersheds will be implemented to minimize
erosion/sedimentation loss during construction phase
• Medians were reduced to mmmmum safe widths in order to nummmze impacts to jurisdictional
areas
• 3 1 fill slopes will be applied in jurisdictional areas where practicable
• Hand-clearing will be used in wetlands where practicable
Compensation
The NCDOT has avoided and rmmrmzed impacts to jurisdictional resources to the greatest extent
practicable as described above The unavoidable impacts to 1 06 acres of jurisdictional wetlands and 443
linear feet of stream will be offset by compensatory mitigation provided by EEP A copy of the EEP
acceptance letter is included with this application
Indirect and Cumulative Effects
Indirect and Cumulative Effects (ICE) were described in an addendum titled "Indirect and Cumulative
Impacts" to the EA included in the Finding of No Significant Impact (FONSI) completed in January
2005 Based on discussions with the local planning community in Craven County, as well as analysis of
demographic characteristics, employment trends, local land use and transportation plans, inventory of
notable features, and qualitative assessment of unpact-causing conditions, it was detennined that
construction of R-3403 should have a low potential to generate indirect effects
Regulatory Approvals
Section 404 The NCDOT requests that these activities be authorized by Nationwide Permit 14 We are
also requesting the issuance of a Nationwide Permit 33 for the temporary surface water impacts due to
the extension of culverts (72 CFR, 11092-11198, March 12, 2007)
Page 8 of 9
Section 401 We anticipate 401 General Certification numbers 3704 and 3688 will apply to this project
The NCDOT will adhere to all standard conditions of the aforementioned certifications In accordance
with 15A NCAC 2H, Section 0500(a), we are providing five copies of this application to the NCDWQ
for their review and approval
Riparian Buffer By copy of this application, NCDOT is requesting Neuse Riparian Buffer authorization
from NCDWQ
CAMA Due to the absence of any Areas of Environmental Concern, this project will not require a
CAMA permit as confirmed by North Carolina Division of Coastal Management staff As previously
stated the project will require a Nationwide permit, which has been determined to be consistent with the
State's coastal program
State Stormwater NCDOT has received a state stormwater permit for the AB Section and is submitting
an application for the AA Section under separate cover
A copy of this permit application will be posted on the NCDOT websmte at
http //www ncdot org/doh/preconstruct/pe/neu/pemut htm ] If you have any questions or need additional
information, please contact Mr Chris Underwood at 919-715-1451 or csunderwood@ncdot gov
SSincereI
1. . luak
Gregory J Thorpe, PhD
Environmental Management Director
Project Development & Environmental Analysis Branch
cc
W/attachment
Mr Brian Wrenn, NCDWQ (5 copies)
W/o attachment (see websmte for attachments)
Dr David Chang, P E, Hydraulics
Mr Greg Perfettm, P E , Structure Design
Mr Victor Barbour, P E , Project Services Unit
Mr Mark Staley, Roadside Environmental
Mr C E Lassiter, P E, Div 2 Engineer
Mr Jay Johnson, Div 2 Environmental Officer
Mr Scott McLendon, USACE, Wilmington
Mr Steve Sollod, NCDCM
Mr Gary Jordan, USFWS
Mr Travis Wilson, NCWRC
Mr Ron Sechler, NMFS
Ms Anne Deaton, NCDMF
Mr Jay Bennett, P E , Roadway Design
Mr Mated Alghandour, P E , Programming and TIP
Mr Art McMillan, P E, Highway Design
Ms Beth Harmon, EEP
Mr Todd Jones, NCDOT External Audit Branch
Mr Brian Yamamoto, P E , PDEA
Page 9 of 9
Office Use Only:
USACE Action ID No.
Form Version March 05
No. 20081 808
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" )
1. Processing
Check all of the approval(s) requested fdr this project
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2 Nationwide, Regional or General Permit Number(s) Requested NWP 14 and 33
3 If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here ?
4 If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here
5 If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here ?
II. Applicant Information
Owner/Applicant Information
Name Dr, Gregory J Thorpe, Ph D
Mailing Address North Carolina Department of Transportation
Proiect Development and Environmental Analysis Branch
1598 Mail Service Center
Raleigh, NC 27699-1598
Telephone Number 919-715-1500 Fax Number
E-mail Address
2 Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant )
Name
Company Affiliation
Mailing Address _
Telephone Number
E-mail Address
Fax Number
Page 1 of 8
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties Both the vicinity map
and site plan must include a scale and north arrow The specific footprints of all buildings,
impervious surfaces, or other facilities must be included If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format,
however, DWQ may accept paperwork of any size DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided
1 Name of project US 17 from Mills Street in Bridgeton to North of SR 1433 (Antioch Road)
2 T I P Project Number or State Project Number (NCDOT Only) R 3403A
3 Property Identification Number (Tax PIN)
4 Location
County Craven Nearest Town Bridgeton
Subdivision name (include phase/lot number)
Directions to site (include road numbers/names, landmarks, etc) _ From Washington Field
Office, Drive 30 3 mi - about 46 mans Head north on Union Dr toward W 2nd St 449 ft Turn
left at W 2nd St 0 3 mi 1 min, Turn left at US-17 161 mi 24 mans, Slight left at US-17-BYP S 3 5
mi 6 mans, Slight left at US-17 S 103 mi 14 mins Arrive Project Terminus Head south on US-
17 toward Antioch Rd 2 9 mi . 4 mins Arrive Proiect Start (Mills St)
5 Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody )
Decimal Degrees (6 digits minimum) 35 122330 ON 77 019680 °W
6 Property size (acres)
7 Name of nearest receiving body of water UT to Neuse River, UT to Mills Branch
8 River Basin Neuse
(Note - this must be one of North Carolina's seventeen designated mayor river basins The
River Basin map is available at http //h2o enr state nc us/admm/maps/ )
9 Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application Agriculture, residential, and commercial (see attached for
details)
Page 2 of 8

10 Describe the overall project in detail, including the type of equipment to be used
Widen US 17 to a multi-lane facility for 2 9 miles retain at-grade intersection with Norfolk
Southern Railroad in Bridgeton with new flashing gates and rubberized road surface Three
reinforced concrete box culverts will be retained and extended (see attached letter for more
details)
11 Explain the purpose of the proposed work Alleviate congestion and improve the level of
service along US 17, and by doing so, improve the safety of the route Providing additional
traffic-carrving capacity will improve US 17 operation as a hurricane evacuation route (see
attached for details)
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn Provide photocopies of previously issued permits,
certifications or other useful information Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable) If this is a NCDOT project,
list and describe permits issued for prior segments of the same T I P project, along with
construction schedules Public Notice for R-3403 issed May 4 2004 MACE Action ID
200411285)
V. Future Project Plans
Are any future permit requests anticipated for this project9 If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application
R-34038 anticipated future work excluded from current application due to construction dates
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project Each impact must be
listed separately in the tables below (e g, culvert installation should be listed separately from
nprap dissipater pads) Be sure to indicate if an impact is temporary All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems
Wetland and stream evaluation and delineation forms should be included as appropriate
Photographs may be included at the applicant's discretion If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below If additional
space is needed for listing or description, please attach a separate sheet
1 Provide a written description of the proposed impacts See attached letter for details
Page 3 of 8
2 Individually list wetland impacts Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc For dams,
separately list impacts due to both structure and flooding
Wetland Impact
Site Number

(indicate on map)
Type of Impact Type of Wetland
(e g , forested, marsh,

herbaceous, bog, etc) Located within
100-year
Floodplam
(yes/no) Distance to
Nearest
Stream
(linear feet) Area of

Impact
(acres)
See attached Permit drawings

Total Wetland Impact (acres)
3 List the total acreage (estimated) of all existing wetlands on the property 310
4 Individually list all intermittent and perennial stream impacts Be sure to identify temporary
impacts Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e g , cement walls, np-rap, crib
walls, gabions, etc ), excavation, ditching/straightemng, etc If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included To calculate acreage, multi ly length X width, then divide b 43,560
Stream Impact
Number
(indicate on ma)
Stream Name
Type of Impact Perennial or
Intermittent Average
Stream Width
Before Impact Impact
Length
(linear feet) Area of
Impact
(acres)
See attached Permit drawings

Total Stream Impact (by length and acreage)
5 Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U S ) Open water impacts include, but are not limited to
fill, excavation, dredging, floodin , drainage, bulkheads, etc
Open Water Impact
Site Number

(indicate on ma)
Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake , pand estuary, sound, bay,

ocean, etc) Area of
Impact

(acres)
N/A

Total Open Water Impact (acres) 0 00
Page 4 of 8
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed Examples of mitigation that may be appropriate and practicable include,
but are not limited to reducing the size of the project, establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams, and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed
If mitigation is required for tins project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http //h2o enr state nc us/ncwetlands/strmgide html
Provide a brief description of the proposed mitigation plan The description should provide
as much information as possible, including, but not limited to site location (attach directions
and/or map, if offsrte), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e g , deed restrictions, conservation easement, etc), and a
description of the current site conditions and proposed method of construction Please attach
a separate sheet if more space is needed
NCDOT has received compensatory mitigation from EEP
2 Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP) Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http //h2o enr state nc us/wrp/index htm If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information
Amount of stream mitigation requested (linear feet) 443
Amount of buffer mitigation requested (square feet) 13,390
Amount of Riparian wetland mitigation requested (acres) 014
Amount of Non-npanan wetland mitigation requested (acres) 0 92
Amount of Coastal wetland mitigation requested (acres) 0
Page 6 of 8
6 List the cumulative impact to all Waters of the U S resulting from the project
Stream Im act acres 0 07
Wetland Impact (acres) 1 06
Open Water Impact acres 0 00
Total hn act to Waters of the U S acres 1.13
Total Stream Impact (linear feet 679
7 Isolated Waters
Do any isolated waters exist on the property? ® Yes ? No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet) Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE
Impacts include 0 11 acre of fill
8 Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections Also, the proposed pond should
be described here and illustrated on any maps included with this application
Pond to be created in (check all that apply) ? uplands ? stream ? wetlands
Describe the method of construction (e g, dam/embankment, excavation, installation of
draw-down valve or spillway, etc)
Proposed use or purpose of pond (e g, livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc )
Current land use in the vicinity of the pond
Size of watershed draining to pond Expected pond surface area
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible Also discuss how impacts
were minimized once the desired site plan was developed If applicable, discuss construction
techniques to be followed during construction to reduce impacts See attached letter for details
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H 0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams
Page 5 of 8

IX.
X.
Environmental Documentation (required by DWQ)
1 Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land9 Yes ® No ?
2 If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)9
Note If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation
Yes ® No ?
3 If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter Yes ® No ?
Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project The applicant must also provide
justification for these impacts in Section VII above All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan All buffers must be shown on a
map, whether or not impacts are proposed to the buffers Correspondence from the DWQ
Regional Office may be included as appropriate Photographs may also be included at the
applicant's discretion
1 Will the project impact protected riparian buffers identified within 15A NCAC 2B 0233
(Meuse), 15A NCAC 2B 0259 (Tar-Pamlico), 15A NCAC 02B 0243 (Catawba) 15A NCAC
2B 0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify _)? Yes ® No ?
2 If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 8,264 3 (2 for Catawba) 24,792
2 5126 15 7,689
Total 1 13,390 1 32,481
* Zone I extends out 30 feet perpendicular from the top of the near bank of channel, Zone 2 extends an
additional 20 feet from the edge of Zone 1
3 If buffer mitigation is required, please discuss what type of mitigation is proposed (i e,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund) Please attach all appropriate information as identified
within 15A NCAC 2B 0242 or 0244, or 0260 Payment into the Riparian Buffer
Restoration Fund
Page 7 of 8
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed nnpervibus level NCDOT received a stormwater permit for the
AB section and will be submitting one for the AA section
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility
NIA
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H 0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit applicahon9 Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http //h2o enr state nc us/ncwetlands If no, please provide a short narrative description
US 17 will be widened to a four lane, divided highway in Bridgeton, NC
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e g , draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control)

Iz - ?-a8
ApplicanV/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided )
Page 8 of 8

Subject:
Team Members:
Meeting Minutes for 4C Permit Review Meeting
on December 13, 2006 for R-3403A in Craven County
William Wescott-USACE
John Hennessy-NCDWQ
Travis Wilson-NCWRC
Gary Jordan-USFWS
Chris Militscher-EPA
Kathy Matthews-EPA
Chris Underwood-NEU
Chris Manley-NEU
Stephen Lane-NCDCM
Steve Sollod-NCDCM
Donnie Brew-FHWA
Wade Kirby-PDEA
General Comments:
(present)
(present)
(present)
(present)
(present)
(present)
(present)
(present)
(present)
(present)
(present)
(present)
Participants:
Marshall Clawson, NCDOT Hydraulics
Galen Cail, NCDOT Hydraulics
Will Hines, Sungate Design
Greg Brew, NCDOT Roadway Design
David Williams, NCDOT Roadway Design
Roy Girolarm, NCDOT Structure Design
Laura Sutton, NCDOT Structure Design
Mike Robinson, NCDOT Construction
Richard Darling, Buck Engineering
Provide treatment/velocity info table with buffer permit package (Info will be sent to
DWQ for review prior to final submittal)
Make sure any rip rap associated with jurisdictional streams is noted as "ON BANKS
ONLY"
Profiles of any culverts 60" or larger will be provided in final wetland/stream permit
package It was stated that all culverts at Junsdictional streams will be burred F except at
those crossings where existing culverts are already perched (case at both box culvert
crossings)
It was requested to provide submittal dates on plan sheets
Site 1; Sheet 8: Jurisdictional Stream Impacts
-There was discussion about the use of flow spreaders prior to the buffer in the SW corner
of the crossing It was stated a PSH in the ditch would result in either pondmg in the
ditch (and saturation effects to the pavement subsurface) or require additional excavation
in the buffer in order to "daylight" drainage Treatment is acquired but needs to be shown
with table

Site 2; Sheet 9: Wetland Impacts
There was discussion on use of flow spreaders in the NW and NE corners of the crossing
Since these are in front of houses it was determined the location was not preferred
Treatment is acquired but needs to be shown with table
Site 3; Sheet 11: Jurisdictional Stream & Wetland Impacts
-No comments
Site 4; Sheet 12: Wetland Impacts
-It was noted this site will be shown as a "total take" due to the proximity of the
ditch/excavation in wetlands to the wetland limits There is an existing roadway ditch
The proposed ditch is required for roadway and pavement subsurface drainage Separate
the "Drained Impacts" from the excavated and filled
Site 5; Sheet 13: Wetland Impacts
-Additional wetland impacts due to draining effects of the ditch/excavation will be
provided Separate the "Drained Impacts" from the excavated and filled
Site 6; Sheet 13 & 14: Wetland Impacts
-Except for a short section of cut (approximately 26') the site impacts are due to roadway
fill So no wetland drainage effects due to the cut are anticipated
Site 7; Sheet 14 & 15: Jurisdictional Stream & Wetland Impacts
-Need to investigate the use of a flow spreader/PSH in the NE corner of the crossing
-It was stated the existing box culvert is being extended with a 72" pipe
Site 8; Sheet 14: Jurisdictional Stream Impacts
-It was stated the existing 42" pipe is being replaced by a 72" pipe
Meeting Adjourned

STORMWATER MANAGEMENT PLAN
Project 3453811
TIP R-3403AB
County Craven
Hydraulics Project Engineers W Henry Wells, Jr, PE and William M Hines, Jr, P E
(Sungate Design Group), W Galen Cail, P E (NCDOT
Hydraulics Unit)
ROADWAY DESCRIPTION
The project involves the widening of US 17, located in Bridgeton, Craven County, from
the Norfolk/Southern R/R to North of SR 1433 (Antioch Road) The overall length of the
project is approximately 2 88 miles The existing roadway is a predominately 28-foot
wide roadway with two 12-foot wide lanes and 2-foot paved shoulders With Project R-
3403AB, it is proposed to widen US 17 to a four-lane, shoulder section roadway with a
narrow grass median The project drainage system consists of cross pipes, grated inlets
and associated pipe systems, and side and lateral ditches and swales
ENVIRONMENTAL DESCRIPTION
The project is located in the Neuse River Basin The project crosses three streams, one
Tributary to the Neuse River and two Tributaries to Mills Branch Two of these
crossings have designated Neuse River buffers There are eight wetland sites that will be
impacted by the proposed project Wetland impacts have been kept to a minimum as
much as practicable
BEST MANAGEMENT PRACTICES AND MAJOR STRUCTURES
The primary goal of Best Management Practices (BMPs) is to prevent degradation of the
states surface waters as a result of the location, construction and operation of the highway
system BMPs are activities, practices and procedures taken to prevent or reduce
stormwater pollution The BMPs and measures that will be used on this project to reduce
stormwater impacts are grassed swales, raised dnve-pipes in ditch lines, and a preformed
scour hole On the four stream crossings, there are two box culverts and two large pipes
The two large pipes will be buried 1-foot, however, the box culverts, currently in a
perched condition, cannot be buried
R-340A Stormwater Management Plan 5/08
M
GRASSED SWALES AND RAISED DRIVE-PIPES
Grassed swales are proposed along the majority of the project These ditches will
have a maximum 3 1 side slope and a 0 0 to 0 3 % grade In addition, the grassed
swales along the side of the roadway will be used for stormwater storage and
encourage infiltration by raising the drive-pipes 3-inches above the ditch line
BOX CULVERT - STA 66+11 -L- (SITE 1)
The existing 6'x 6' RCBC will be retained and extended The outlet extension
will be buried about 1-foot, however, the inlet extension will not, due to the
existing inlet being perched The stream is a tributary to the Neuse River
BOX CULVERT - STA 109+36 -L- (SITE 3)
The existing 2 @ 6' x 5' RCBC will be retained and extended The extensions
will not be buried due to the existing inlet and outlet being perched The stream is
a tributary to Mills Branch
72-INCH PIPE - STA 155+47 -L- (SITE 7)
The existing 4'x 5' RCBC will be extended with a 72-inch RCP that will be
buried 1-foot The stream is a tributary to Mills Branch
72-INCH PIPE - STA 13+46 -L- (SITE 8)
The existing 42-inch CMP will be replaced with a 72-inch RCP that will be buried
I-foot The stream is a tributary to Mills Branch
DITCHING IN BUFFER ZONES AND WETLANDS
BUFFERS
Ditching through all of the Sites with Buffer Zones is required due to topography and the
inability to daylight the roadway ditches prior to the Buffer The median storm system is
piped directly to streams at buffer Sites 1 and 2 (JS Sites 1 & 3) All median inlets and
roadway ditches that drain directly to the streams meet both of the following
requirements 100 feet of grassed swale per 1 0 acres of drainage and the 2-Year velocity
is less than 2 feet per second
WETLANDS
Ditching through Site 4 and 6 is required due to topography The 2-Year velocity is less
than 2 feet per second in each grassed swale
2

o stem
En a ement
PROGRAM
November 13, 2008
Mr Gregory J Thorpe, Ph D
Environmental Management Director
Project Development and Environmental Analysis Branch
North Carolina Department of Transportation
1548 Mail Service Center
Raleigh, North Carolina 27699-1548
Dear Dr Thorpe
Subject EEP Mitigation Acceptance Letter
R-3403AA/AB, US 17 Improvements at Bridgeton, Craven
County
The purpose of this letter is to notify you that the Ecosystem Enhancement
Program (EEP) will provide the compensatory stream, riparian wetland, and nonnpanan
wetland mitigation and buffer mitigation for the subject project This mitigation
acceptance letter replaces the mitigation acceptance letters issued on May 14, 2008
and October 7, 2008. Based on the information supplied by you on October 6, 2008, the
impacts are located in CU 03020204 of the Neuse River Basin in the Southern Outer
Coastal Plain (SOCP) Eco-Region, and are as follows
Warm Stream
Riparian Wetland-
Nonnpanan Wetland
443 feet
0 15 acre
0 92 acre
Buffer - Zone 1
Buffer - Zone 2
8,264 square feet
5,126 square feet
All buffer mitigation requests and approvals are administrated through the
Riparian Restoration Buffer Fund. The NCDOT will be responsible to ensure that
appropriate compensation for the buffer mitigation will be provided in the agreed upon
method of fund transfer. Upon receipt of the NCDWQ's Buffer Authorization
R t-odKg... F .. Protects' OU4, Stag tR
North Carolirra Ecosystem Enhancement Program, 1652 Mad Service Center, Raleigh, NC 11699-1651 / 919-115-0416 / wwwnceep.net

Certification, EEP will transfer funds from Tri-Party MOA Fund into the Riparian
Restoration Buffer Fund Upon completion of transfer payment, NCDOT will have
completed its riparian buffer mitigation responsibility for TIP R-3403AA/AB
Subsequently, EEP will conduct a review of current MOA mitigation projects in the river
basin to determine if available buffer mitigation credits exist If there are buffer
mitigation credits available, then the Riparian Restoration Buffer Fund will purchase the
appropriate amount of buffer mitigation credits from Tri-Party MOA Fund
EEP commits to implementing sufficient stream, riparian wetland, and
nonriparian wetland mitigation credits to offset the impacts associated with this project
by the end of the MOA Year in which this project is permitted, to accordance with
Section X of the Amendment No 2 to the Memorandum of Agreement between the
North Carolina Department of Environment and Natural Resources, the North Carolina
Department of Transportation, and the U S Army Corps of Engineers, fully executed on
March 8, 2007 If the above referenced stream or buffer impact amounts are revised, then
this mitigation acceptance letter will no longer be valid and a new mitigation acceptance
letter will be required from EEP
If you have any questions or need additional information, please contact Ms Beth
Harmon at 919-715-1929
Sincerely,
2i"amD Gilmore, P E
EEP Director
cc Mr William Wescott, USACE - Washington Regulatory Field Office
Mr Brian Wrenn, Division of Water Quality, Wetlands/401 Unit
File R-3403AA/AB Revised 2
s
i
o' stem
En a ement
PROGRAM
November 13, 2008
Mr William Wescott
U S Army Corps of Engineers
Washington Regulatory Field Office
Post Office Box 1000
Washington, North Carolina 27889-1000
Dear Mr Wescott
Subject EEP Mitigation Acceptance Letter
R-3403AA/AB, US 17 Improvements in Bridgeton, Craven
County, Neuse River Basin (Cataloging Unit 03020204), Southern
Outer Coastal Plain (SOCP) Eco-Region
The purpose of this letter is to notify you that the Ecosystem Enhancement
Program (EEP) will provide the compensatory stream, riparian wetland and nonrpanan
wetland mitigation and the buffer mitigation for the unavoidable impact associated with
the above referenced project This mitigation notification letter replaces the
mitigation notification letters issued on May 14, 2008 and October 7, 2008. As
indicated in the NCDOT's mitigation request dated October 7, 2008, stream, riparian, and
nonnpanan wetland mitigation from EEP is required for approximately 443 feet of warm
stream impacts, 0.15 acre of riparian wetland impacts, and 0 92 acre nonnpanan wetland
impacts
Also, this project will impact buffers located to CU 03020204 of the Neuse River
Basin The total buffer impacts are 8,264 square feet in Zone 1 and 5,126 square feet in
Zone 2 with a total buffer mitigation requirement of 32,4810 square feet If the buffer
impacts or the amount of mitigation required from EEP increases or decreases for this
project, then this mitigation acceptance letter will no longer be valid and a new mitigation
acceptance letter will be required All buffer mitigation requests and approvals are
administrated through the Riparian Restoration Buffer Fund (Fund 2982)
The NCDOT will be responsible to ensure that the appropriate compensation for
the buffer mitigation will be provided in the agreed upon method of fund transfer. Upon
receipt of the NCDWQ's Buffer Authorization Certification, EEP will transfer funds
Rmtorl, tg... F .. Protectt;:''cy our stag NCDENR
North Carolina Ecosystem Enhancement Program, 1652 Mad Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www nceep net
l
1
from Fund 2984 (Tri-Party MOA Account) into Fund 2982 and commit to provide the
appropriate buffer mitigation to offset the impacts associated with this project
Stream, riparian wetland, and nonriparian wetland mitigation associated with this
project will be provided in accordance with Section X of the Amendment No. 2 to the
Memorandum of Agreement between the N C. Department of Environment and Natural
Resources, the N C Department of Transportation, and the U S Army Corps of
Engineers fully executed on March 8, 2007 (Trn-Party MOA) EEP commits to
implement sufficient stream mitigation up to 886 stream credits, 0 30 riparian wetland
credits, and 1.84 nonnparian wetland credits to offset the impacts associated with this
project by the end of the MOA year in which this protect is permitted If the above
referenced impact amounts are revised, then this mitigation acceptance letter will no
longer be valid and a new mitigation acceptance letter will be required from EEP
If you have any questions or need additional information, please contact Ms Beth
Harmon at 919-715-1929
Siam ly,
D Gilmo re, P E
EEP Director
cc Mr Gregory J Thorpe, Ph.D, NCDOT-PDEA
Mr Brian Wrenn, Division of Water Quality, Wetlands/401 Unit
File R-3403AA/AB Revised 2
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WETLAND AND STREAM DIVISION OF HIGHWAYS
IMPACTS CRAVEN COUNTY
PROJECT 3453811 (R-3403A)
US 17 FROM MILLS ST TO
NORTH OF SR 1433 (ANTIOCH RID)
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NAMES AND ADDRESSES
PARCEL
NO SITE NO. NAMES
1, 2, 3, 4, 5, 6, 7, 8, 9 NCDDT
ADDRESSES
3 Leon G M.11ette 1703 US Hwy 17 N
New Bern, NC 28560
3 Juanita T Register 1707 US Hwy 17 N
New Bern, NC 28560
8 Daniel Earl & 175 Antioch Road
Mitzie Gaskins New Bern, NC 28560
8 Katie Price Caton 21415 US Hwy 17 N
New Bern, NC 28560
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NAMES AND ADDRESSES
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NO SITE NO. NAMES
ADDRESSES
1,2 NCD®T
2 Leon G Millette
2 Juanita T. Register
1703 US Hwy 17 N
New Bern, NC 28560
1707 US Hwy 17 N
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PROPERTY OWNERS
NAMES AND ADDRESSES

PARCEL NO
8
19
NAMES
William F and Martha S Ward
Carmen V Donofrio
Permit Drawing
Sheet I3 A of 13
ADDRESSES
P O Boa 1428
New Bern, NC 28563
1540 Ocean Ave Unit 22
Rumson, NJ 07760
NCD®T
DIVISION OF HIGHWAYS
CRAVEN COUNTY
PROJECT. 3•(538.1.1 (R-3403AA) '
US 17 FROM MILLS STREET
TO NORFOLK & SOUTHERN
RAILROAD
Permit Drswft
SHEET SOf 05 / 08 / 08,