20070932 Ver 1_Application_20070529

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
U.S. Army Corps of Engineers
Regulatory Field Office
Post Office Box 1000
Washington, NC 27889-1000
Attn: Mr. William Wescott
NCDOT Coordinator
Dear Sir:
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DAVID MCCOY '~~~cry
SECRETARY
070932
Subject: Application for Individual Section 404 and 401 permits for construction of NC 43
Connector. Construction of extension of NC 43 from south of NC 55 to north of US 17.
Craven County. State Project No. 6.804857. TIP No. R-4463. USAGE Action ID
200310789. Debit $475 from WBS 35601.1.1.
The North Carolina Department of Transportation (NCDOT), Division of Highways, in consultation
with the Federal Highway Administration (FHWA), proposes to construct on new location an
extension of NC 43 from NC 55 to US 17. The project, located west of New Bern in Craven County,
is referred to as the NC 43 Connector (Bosch Boulevard) and is approximately 4.5 miles in length
and has been divided into two sections, Section A and Section B.
The purpose of this letter is to request approval for a Section 404 Individual Permit and a Section
401 Water Quality Certification Permit. In addition to the cover letter and ENG Form 4345, this
application package includes the following as appendices: 8.5 x 11 permit drawings (Appendix A),
Merger O1 Revised 4A, 4B, and 4C meeting minutes (Appendix B), the Stormwater Management
Plan (Appendix C), North Carolina Ecosystem Enhancement Program (EEP) revised acceptance
letter dated May 21, 2007 (Appendix D), and a set of half size roadway plans (Appendix E).
1.0 Purpose and Need
The purpose and need for this project, as identified in the Environmental Assessment (EA), is based
on the economic development of Craven County and on projected traffic volumes. Anew
connection between US 17, US 70 and NC 43, and the proposed US 17 Bypass (R-2301) would help
promote economic development in Craven County by providing a transportation infrastructure
capable of accommodating future development that would result in job creation. The proposed
connector would provide a more direct route for truck traffic to access US 70 from the north, which
would reduce truck traffic on Glenburnie Road between NC 43/55 and US 70. This falls in line with
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS
1598 MAIL SERVICE CENTER
RALEIGH NC 27699-1598
May 24, 2007
TELEPHONE: [phone]
FAX: [phone]
WEBSITE: WWW.NCDOT.ORG
LOCATION:
2728 CAPITAL BLVD
PLB SUITE 168
RALEIGH, NC 27604

one of the three main goals detailed in the Craven County Strategic Plan for 2006, which includes
the creation of a stable economy through the attainment and retention of desirable businesses and
industries .
2.0 Project Description
At the northern terminus of the project, R-4463B (NC 43 Connector) will join with NC 43 and NC
55 at a proposed signal. A connector will be constructed northeast of Amital Spinning Corporation
to connect the NC 43 Connector to Bosch Boulevard. At the southern terminus of the B section,
improvements will be made to US 70 to connect with R-4463. At the southern terminus of the A
section, improvements are proposed to widen Trent Creek Road and to join US 17 to US 70 (Section
R-4463A).
3.0 Summary of Impacts
Waters of the U.S.: Proposed impacts to jurisdictional areas of R-4463 total 4.42 acres (R-4463A-
2.06 acres, R-4463B-2.36 acres) of permanent wetland impacts (non-riverine hardwood and swamp
forests). No temporary wetland impacts are proposed. No jurisdictional streams and no ponds will
be impacted by the project.
Neuse Riparian Buffers: There are no jurisdictional streams and/or associated riparian buffers within
the project limits. Therefore, no jurisdictional streams or riparian buffers will be affected by the
proposed project.
4.0 Summary of Mitigation
This project has been designed to avoid and minimize impacts to jurisdictional areas in accordance
with the National Environmental Policy Act (NEPA) and throughout the design process. NCDOT
proposes to use the North Carolina Ecosystem Enhancement Program to provided compensatory
mitigation for impacts to 4.42 acres of jurisdictional wetlands.
5.0 Project Schedule
Construction of this project is divided into two sections (A and B). Permit drawings for each of the
two sections are included in Appendix A. The attached permit drawings are complete in detailing all
proposed impacts occurring within section R-4463B, which is at 100 percent design completion.
However, permit drawings for section R-4463A detail the current best preliminary alignment and
maximum potential impacts, based on functional design. The impacts associated with section R-
4463A are expected to decrease once the final design is completed. Final permit drawings for R-
4463A will be provided under separate cover in the form of a permit modification request. NCDOT
understands that no construction will occur on Section A until the final design and resulting impacts
have been approved by the regulatory agencies.
2

Tahle 1 PY(11ArY CPCtinnc and ~chPdnlinu
Section Pro'ect Limits Scheduled Let Date
R-4463A South of US 70 to North of US 17 Post Year: 2012
R-4463B South of NC 43 / NC 54 to North of US 70 Se tember 2007
6.0 NEPA Document Status
The US Department of Transportation, Federal Highway Administration (FHWA) and NCDOT
submitted the Environmental Assessment (EA) on March 21, 2005 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. A Finding of No Significant
Impact (FONSI) was approved on August 30, 2005. On December 27, 2006 the Right of Way
Consultation was signed. Copies of the project documents have been provided to regulatory review
agencies involved in the approval process. Additional copies will be provided upon request.
This project was developed through the NEPA / 404 Merger process. All concurrence points have
been reached for the B section of this project. Concurrence Point 4A was reached for the A section
(as well as the B section) on October 13, 2005. The letting date for the A section is post year in the
latest TIP; construction is not funded until after 2012.
6.l Independent Utility
R-4463 is in compliance with 23 CFR Part 771.111(f) which lists the FHWA characteristics of the
independent utility of a project. Construction of Section B 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.
7.0 Resource Status
7.1 Wetland Delineations
Wetland delineations for R-4463 were conducted in 2003 by Stantec Consulting Services using the
criteria specified in the 1987 Corps of Engineers Wetland Delineation Manual. Wetlands were
delineated between March and May 2003. Mr. Michael F. Bell of the USACE Wilmington
Regulatory Field Office verified the delineations in the field on June 15, 2004 and December 29,
2004.
A fourth wetland impact site was identified in Section B due to a dammed pond located north of NC
55. Additional wetland delineations were performed in 2007 in conjunction with the design-build
process. Site 4 was reviewed by Mr. Brian Wrenn and Mr. David Wainwright of DWQ during a field
3

meeting on February 26, 2007. Site 4 was also reviewed in the field by Mr. William Wescott of
USACE on April 10, 2007 and subsequently verified by Mr. Wescott at the 4C meeting on April 11,
2007.
7.2 Stream Delineations
Stream delineations for R-4463 were conducted in April 2003 by Stantec Consulting Services using
the criteria specified by USACE and DWQ. The project corridor is located within the DWQ sub-
basin of the Neuse River Basin. There are no jurisdictional streams and/or associated riparian
buffers within the project limits.
NCDOT conducted a field review on April 20, 2006, with Mr. Brian Wrenn of DWQ to confirm that
no jurisdictional streams are located within the project limits. Based on the field review, only the
UT to Wilson Creek, east of Trent Creek Road, was determined to be jurisdictional (Section A).
This stream is located outside the project limits and is not located within 1 mile nor does it flow into
a stream with 303(d) classification. In addition, no designated Outstanding Resource Waters
(ORW), High Quality Waters (HQW), Water Supply I (WS-I), or Water Supply II (WS-II) waters
occur within 1.0 miles of the project study area.
3 R-4463A and R-4463B: Characterization of Jurisdictional Sites
7.3.1 Wetlands
Proposed impacts to jurisdictional wetlands within Section B total 2.36 acres of permanent impacts.
Proposed impacts to jurisdictional areas within Section A have been calculated (2.06 acres);
however, are preliminary at this time. These values are the result of minimization and avoidance
measures and represent the maximum possible impacts foreseen at this time.
Table 2 describes the rating, classification and common name for the six wetlands impacted by the
project. The primary wetland community type associated with Section B can be characterized as
Nonriverine Hardwood Forest and is an obvious depression that was recently logged. There are
indications of previous wetland characteristics like the buttressing of trees and the presence of
hydrophytic vegetation. However, it is now primarily composed of more successional types of
vegetation including sweetgum (Liquidambar styraciflua), red maple (Ater rubrum), broomsedge
(Andropogon virginicus) and dog fennel (Eupatorium capillifolium). Some wetter species like water
tupelo (Nyssa aquatica), laurel-leaf greenbrier (Smilax laurifolia), giant cane (Arundinaria
gigantean), inkberry (Ilex glabra) and horse-sugar (Symplocos tinctoria) were found throughout the
depression as well. The soils are classified as Bayboro mucky loam. This area had likely resembled
a non-riverine hardwood forest prior to disturbance and drainage. These wetlands are defined by
Cowardin et al. (1979) as a palustrine forested area with broad-leaved deciduous vegetation
characterized by temporary flooding (PFO1 A).
Hydrology for the depressional wetlands (non-riverine) is provided by rainfall, surface water run-off
and groundwater discharge. Within the delineation corridor, this community has been highly
disturbed through drainage alterations. Much of the wetland hydrology is now absent due to
extensive ditching for silviculture. In addition, the wetland hydrology has been further altered by
groundwater drawdown associated with the local Clarks and Martin Marietta quarries.
4

Wetlands occurring within Section A are characterized in a similar manner as those in Section B.
These systems exhibit the same position within the landscape, hydrologic sources and vegetative
species.
Table 2. Wetland characterization at each impacted site

Site
Section DWQ
Wetland
Rating
Cowardin
Classification
Common Name
1 B 36 PFO1C Nonriverine Swamp Forest
2 B 36 PFOIA Nonriverine Hardwood Forest
3 B 40 PFO 1 A Nonriverine Hardwood Forest
4 B -- PFO6G Nonriverine Headwater Swamp
1 A 40 PFO1/4A, PF04A Nonriverine Hardwood Forest
2 A 36 PFOI /4A, PFO4A Nonriverine Hardwood Forest
7.3.2 Impacts to Jurisdictional Resources
At the present time, R-4463A permit drawings detailing the jurisdictional impacts are preliminary
and based on functional design. The following estimated impacts to jurisdictional areas within
Section A are the result of minimization and avoidance measures and represent the maximum
possible impacts foreseen at this time. NCDOT will continue to explore avenues to reduce these
projected impacts. Proposed changes will be coordinated with the relevant review agencies.
Impacts to jurisdictional wetlands are summarized in Table 3 as well as sheets 2, 3, 7, 8, 10-11,
and 16 of the permit drawings (Appendix A). Total permanent wetland impacts for the entire
project (sections A and B) are projected to be 4.42 acres.
Table 3. Permanent Jurisdictional Impacts

Site R-4463

Section
Station Permanent
Fill in
Wetlands (ac) Mechanized
Clearing in
Wetlands (ac) Excavation
in Wetlands
(ac) Total

(ac)
1 B -L- 181+20 to 182+76 0.28 0.02 0.00 0.30
2 B -L- 194+70 to 195+ 12 0.00 0.01 0.00 0.01
3 B -L- 225+02 to 231+13 1.89 0.09 0.00 1.98
4 B -YS- 17+60 LT 0.00 0.02 0.05 0.07
1 A* -L- 17+75 to 24+25 1.47 0.15 0.00 1.62
2 A* -L- 24+20 to 26+43 0.40 0.04 0.00 0.44
Total Permanent Wetland Impacts: 4.04 0.33 0.05 4.42
*All estimated locations and impacts associated with R-4463A are based on functional design
5

Permanent Impacts: Proposed impacts include fill, excavation, and mechanized clearing in wetlands.
Method 3 mechanized clearing, which is a 10-foot swath along the toe of fill, will be used throughout
this project. The total permanent wetland impacts for the entire project (4.42 acres) are greater than
what was initially discussed (3.95 acres) throughout the Merger Process. There are two main reasons
for the discrepancy in wetland impacts: a) the initial impacts did not account for mechanized
clearing, and b) an additional wetland impact site was identified in Section B due to a dammed pond
located along NC 55 (Site 4).
Temporar,~pacts: No temporary impacts will occur during construction of the proposed project or
as a result of utility relocations.
Utilit,, Impacts: The utility companies have developed relocation plans and have determined that no
utility impacts to jurisdictional areas are anticipated from construction of this project except at Site
4, where the aerial power lines will have to be moved slightly north to accommodate the roadway
widening. With the exception of minimal impacts expected to occur at Site 4, all utility relocations
have been kept within their existing alignments or are contained within the footprint of the roadway.
The overhead power line will span the wetland, and impacts will be covered by a Nationwide Permit
12 that will be obtained by the utility company.
8.0 Protected Species
Plants and animals with federal classification of Endangered (E), Threatened (T), Proposed
Endangered (PE), and Proposed Threatened (PT) are protected under provisions of Section 7 and
Section 9 of the Endangered Species Act of 1973, as amended. The United States Fish and Wildlife
Service (USFWS, 2006) lists six (6) federally protected species for Craven County as of the May 10,
20071isting (Table 4).
Table 4. Federally Protected Snecies in Craven County
Common Name Scientific Name Federal
Status Biological Conclusion
American alligator Alligator mississippiensis T (S/A) N/A
Bald eagle Haliaeetus leucocephalus T No Effect
Leatherback sea turtle Dermochelys coriacea E No Effect
Red-cockaded
wood ecker
Picoides borealis
E
No Effect
West Indian manatee Trichechus manatus E No Effect
Sensitive joint-vetch Aeschynomene virginica T No Effect
Wildlife observations were made in conjunction with the investigation of biotic communities
performed by Stantec. In addition to the field surveys, the NC Natural Heritage Program (NCNHP)
database was reviewed by NCDOT in May 2007 for recorded occurrences of protected species. No
occurrences of federally protected species were recorded for the project study area. Biological
conclusions of "No Effect" were reached for all six federally protected species listed for Craven
6

County. The biological surveys indicated that no habitat for the red-cockaded woodpecker, bald
eagle, leatherback sea turtle, West-Indian manatee and sensitive joint vetch is present within the
project boundaries.
9.0 Cultural Resources
The potential of the NC 43 Connector to impact cultural resources was evaluated in accordance with
Section 106 of the National Historic Preservation Act of 1966, as amended. Potential effects were
determined using Criteria for Effect and Adverse Effect (36 CFR 800.9) developed by the Advisory
Council on Historic Preservation. Concurrence on the eligibility of each property with respect to
inclusion on the national Register of Historic Places and the final determination of effects were made
by the State Historic Preservation Office (SHPO).
There are no known structures of historical or architectural importance within the project corridor.
As stated in the EA, the project study area contains one property (Elijah Farrow Farm) that is eligible
for the National Register of Historic Places; however, the property is outside the project corridor.
The SHPO concluded that the R-4463 would have No Effect on the Elijah Farrow Farm property.
The SHPO concurrence forms are included in Appendix A of the FONSI.
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.
11.0 Essential Fish Habitat /Aquatic Life Movement Status
No Essential Fish Habitat is present in the project corridor; therefore, no designs are necessary to
ensure fish and other aquatic life passage.
12.0 Mitigation Options
The USACE has adopted, through the Council on Environmental Quality (CEQ), a wetland
mitigation policy that embraces the concept of "no net loss of wetlands" and sequencing. The
purpose of this policy is to restore and maintain the chemical, biological, and physical integrity of
the Waters of the United States. Mitigation of wetland and surface water impacts has been defined
by the CEQ to include: avoiding impacts, minimizing impacts, rectifying impacts, reducing impacts
over time and compensating for impacts (40 CFR 1508.20). Executive Order 11990 (Protection of
Wetlands) and Department of Transportation Order 5660.1A (Preservation of the Nations Wetlands),
emphasize protection of the functions and values provided by wetlands. These directives require that
new construction in wetlands be avoided as much as possible and that all practicable measures are
taken to minimize or mitigate impacts to wetlands.
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 planning and NEPA
compliance stages; minimization measures were incorporated as part of the project design.
7

12.1 Avoidance
All jurisdictional features were delineated, field verified and surveyed within the corridor for the NC
43 Connector. The delineation corridor varies in width from approximately 2,200 to 6,000 feet and
is approximately 4.5 miles in length along new location (see Exhibit 1.1.3 in NRTR). Using these
surveyed features, preliminary designs were adjusted to avoid and / or minimize impacts to
jurisdictional areas. All wetland areas not affected by the project will be protected from unnecessary
encroachment. Individual avoidance items are as follows:
• No staging of construction equipment or storage of construction supplies will be allowed in
any jurisdictional areas.
• Aligning the footprint of the NC 43 Connector to avoid the large swamp forest /wet pine flat
pocosin wetland located in the southern portion of the study area.
12.2 Minimization
Minimization includes the examination of appropriate and practicable steps to reduce unavoidable
adverse impacts. NCDOT employs many strategies to 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.
Listed below minimization measures pertinent to this project.
• At locations where wetland impacts are likely, the preliminary design was developed to
preserve the largest amount of contiguous wetland area.
• Crossings of jurisdictional areas were angled to cross as perpendicular as possible to
minimize impacts.
• All fill slopes in jurisdictional areas will be 3:1.
• Strict enforcement of sedimentation and erosion control BMPs.
• Installation of temporary sediment control fences, earth berms, and temporary ground cover
during construction.
• This permit application presents the maximum potential impacts currently associated with
the preliminary designs of Section A. Avoidance and minimization measures are being
considered and evaluated for this section; therefore, actual impacts should be less than those
reported in this document. Design for Section A will be coordinated with relevant review
agencies during 4B and 4C Concurrence meeting.
• As much stormwater as possible will be redirected at non-erosive velocites in the remaining
portions of the Site 3 wetland in an effort to retain as much hydrology as possible.
• In lieu of a ramp in the southeast quadrant of the interchange at US 70, the interchange will
be constructed with aramp/loop configuration in the southwest quadrant. However, the
NCDOT will purchase right-of-way for a future ramp in the southeast quadrant should it be
warranted by future traffic volumes or after the construction of the (currently unfunded) NC
43 Connector south of US 70.
8

• To minimize noise impacts, a noise wall is proposed along the western boundary of the Trent
Creek subdivision, just north of US 17. This commitment is subject to a detailed design
noise study and additional public involvement efforts.
• NCDOT agreed to construct a wildlife crossing for small animal passage south of US 70
along the NC 43 Connector (Section A). The animal passage design was to be subject to
approval by the USFWS and the NC Wildlife Resources Commission (NCWRC). After
reviewing the project and the surrounding land use, the NCWRC and USFWS concluded that
such a crossing was not necessary and therefore will not be incorporated into the final design.
12.3 Compensation
The primary emphasis of the compensatory mitigation is to reestablish a condition that would have
existed if the project were not built. As previously stated, mitigation is limited to reasonable
expenditures and practicable considerations related to highway operation. Mitigation is generally
accomplished through a combination of methods designed to replace wetland functions and values
lost as a result of construction of the project. These methods consist of creation of new wetlands
from uplands, borrow pits, and other non-wetland areas; restoration of wetlands; and enhancement of
existing wetlands. Where such options may not be available, or when existing wetlands and
wetland-surface water complexes are considered to be important resources worthy of preservation,
consideration is given to preservation as at least one component of a compensatory mitigation
proposal.
12.3.1 Compensatory Wetland Mitigation
The necessary compensatory mitigation to offset unavoidable impacts to waters that are
jurisdictional under the federal Clean Water Act will be provided by the EEP. The NCDOT has
avoided and minimized impacts to jurisdictional resources to the greatest extent possible as
described above. The remaining, unavoidable impacts to 4.42 acres of jurisdictional wetlands will
be offset by compensatory mitigation provided by the EEP program.
The initial request letter sent to the EEP on January 10, 2006 did not account for mechanized
clearing and excavation in wetlands as well as the wetland impacts for Site 4. A copy of the revised
EEP acceptance letter dated May 21, 2007 is included in Appendix D of this application.
13.0 Indirect and Cumulative Effects
A qualitative Indirect and Cumulative Impacts (ICI) Assessment was completed for the NCDOT in
January 2005, by Stantec Consulting Services. Some recommendations contained in the ICI
Assessment regarding avoidance and minimization of potential indirect impacts were outside the
NCDOT's jurisdiction. These were discussed with City of New Bern officials. The City responded
favorably to the recommended measures stating "...many of the recommendations complement city
initiatives to encourage more environmentally sound development." In response to further concerns
from the NEPA/404 merger team, a quantitative watershed modeling report was conducted to
evaluate the potential increases in storm water runoff, and non-point sources of nitrogen,
phosphorous and sediment. These constituents were modeled for No-Build, Build, and Enhanced-
Build scenarios (the latter incorporating the proposed enhanced avoidance and minimization
measures). Results showed that the additional measures proposed by the City of New Bern in the
9

Enhanced-Build scenario were effective in decreasing storm event run-off and pollutant loading to
near or below levels predicted in the no-build scenario.
Proposed control of access along the alignment on new location will also minimize some cumulative
effects. Impacts will more likely be associated with direct impacts from the construction of TIP R-
4463, and less the result of indirect impacts as the result of future land use changes. Additional
copies of the January 2005 ICI Assessment and the February 2006 ICI Water Quality Study Report
are available upon request.
14.0 Regulatory Approvals
Section 404: Application is hereby made for a Department of Army Individua1404 Permit as
required for the above-described activities.
Section 401: We are also requesting a 401 Water Quality Certification from the Division of Water
Quality. In compliance with Section 143-215.3D(e) of the NCAC, we will provide $475.00 to act as
payment for processing the Section 401 permit application previously noted in this application (see
Subject line). We are providing five (5) copies of this application to the NC DENR DWQ, for their
review.
Coastal Area Management Act: Under a separate letter, NCDOT is requesting concurrence from the
Division of Coastal Management (DCM) for the NCDOT consistency certification for the above-
mentioned project.
A copy of this permit application will be posted on the NCDOT website at:
http://www.ncdot.or doh/preconstruct/pe/neu/permit.html
If you have any questions or need additional information, please call Mr. Chris Manley, at 919-715-
1487.
Sincere ,
~~
~ Grego J. Thorpe, Ph.D.
Environmental Management Director, PDEA Branch
10

cc List:
W/attachment
Mr. John Hennessy, NCDWQ
Mr. Travis Wilson, NCWRC
Ms. Kathy Matthews, USEPA
Mr. Ronald Mikulak, USEPA -Atlanta, GA
Mr. Clarence W. Coleman, P.E., FHWA
Mr. Gary Jordan, USFWS
Mr. Ron Sechler, NMFS
Mr. Michael Street, NCDMF
Mr. Steve Sollod, NCDCM
Mr. Stephen Lane, NCDCM
Dr. David Chang, P.E., Hydraulics
Mr. Greg Perfetti, P.E., Structure Design
Mr. Victor Barbour, P.E., Project Services Unit
Mr. Mark Staley, Roadside Environmental
Mr. C. E. Lassiter, P.E., Division 2 Engineer
Mr. Jay Johnson, Division 2 Environmental Officer Environmental Officer
W/o attachment
Mr. Scott McLendon, USACE, Wilmington
Mr. Jay Bennett, P.E., Roadway Design
Mr. Majed Alghandour, P. E., Programming and TIP
Mr. Art McMillan, P.E., Highway Design
Ms. Beth Harmon, EEP
Mr. Todd Jones, NCDOT External Audit Branch
Ms. Virginia Mabry, Alternative Delivery Unit
Ms. Stacy Oberhausen, P.E., PDEA
Mr. Carl Goode, PE, Human Environment Unit Head

APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT OMB APPROVAL NO. 0710-003
(33 CFR 325)
Public reporting burtlen fa the collection of infomration is estimated to average 5 hours per resp!m-se, indudirrg the time far reviewing irlSUuctions,
Searchirg existing data sources, gathering and rttaintairing the data needed, and completing and reviewing the CaM¢Ction of i~farnration. Send
comments regarding this burden estimate or any other aspect of this coNectiorr of inforrrtation, 9 suggestions for reducing this burden, m
Departmerrt of Defense, Washingmn Headquarters Service D~ectorate of Information Operations and Reports, 1215 Jefferson Davis FiglrMray, Suite
1204, ArNrgton VA 22202-4302; and m the Office of Management and Budget, Paperwork Reduction Project (0710-003), Washington, OC 20503.
Please 00 NOT RETURN your form to either of those addresses. Completed app~atr~s must be wbmitted m the District Engineer havtrg jurisdiction
over the bcation of the activit .
PRIVACY ACT STATEMENT
Authority: 33 USC 401, Section 10; 1413, Section 404. Prindpal Purpose: These laws require permits authorizing activities in, ar affecting, navigable
waters of the United States; the discharge of dredged or fig material into waters of the United States, and the transportation of dredged material for the
purpose of humping it into ocean waters. Routine uses: Information provided on this farm wi• be used in evaluating the appficatian for a pernit.
Disckrsure: Disckuure of requested information a voluntary. If information is not provided, however, the permit application cannrot be processed nor
can a permit be issued.
One set of original drawings or good reproducible copies which show the location and dtaracter of the proposed activity must be attaches m this
application (see sample drawings and 'instructions) and be submiteed to the District Engineer having jurisdiction over the proposed activity. An
application that is not completed in fuN w81 be rowmed.
(ITEMS 1 THRU 4 TO BE FILLED BY THE CORPS)
1. APPLICATION NO. 2. FIELD OFFICE CODE 3. DATE RECEIVED 4. DATE APPLICATION COMPLETED
(I I tM5 BELOW TO BE FILLED BY APPLICANT)
5. APPLICANT`S NAME 8. AUTHORIZED AGENT'S NAME & TITLE (an agent is not required)
tic 1~vr
6. APPLICANT'S ADDRESS 9. AGENT'S ADDRESS
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7. APPLICANT'S PHONE NUMBERS WITH AREA CODE 10. AGENT'S PHONE NUMBERS WITH AREA CODE
a. Residence a. Residence
b. Business ~ r a ~'i - :7 r S ° f !:.~ ~ b. Business
11. STATEMENT OF AUTHORIZATION
I hereby authorize to act in my behalf as my agent in the processing of this
application and to furnish, upon request, supplemental information in support of this permit application.
APPLICANT'S SIGNATURE DATE
NAME, LOCATION, AND DESCRIPTION OF PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE (see instructions)

13. NAME OF WATERBODY, IF KNOWN (If applicable) 14. PROJECT STREET ADDRESS (if applicable)
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15. LOCATION OF PROJECT ~,! /~
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16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see instructions)

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ENG FORM 4345 -ONLINE CESPK-CO-R

1$. NATURE OF ACTIVITY {Description of project, include all features)
~' C' 1~ 1 ~. ~ ~' i i t ~' a t-! _ i.- .~ ftil ~ . ~ 7'J t ~ ~ T ;, ~ X {-' t~: ?: ;, "~ i 4 "'4 ( j u i ! ~'+ ,f ~. Ltd Cc ~. , ~ ~ ~.
~'1~~„~w r±N~ {~;4Rt°i~t- c:.c,r1.3r~~~. ,-~~'~ .1tCF~~~ :`ti' I'.f~tti; !~"~~'~~"Ft+G'~~I.
19. PROJECT PURPOSE (Describe the reason ar purpose of the project, see instructions)
_. __,
..~ ._
"'t- ! ti: ~ ! LL: ~` .:-~;=~~ F. t~ L~~ I i "" ~{ ~ ` ,,~ ~ ,Jr ~ ~ ~' {-,~, r`,"~ `f t~~ ij ~- ;..C~':~~ ~~ ~; ;- -~-~ r,~c
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G.~£~ l-' ~ `(` C.~.! I L L Y~'~ t- r rz c,~ ~ J ~'_~ ~ ~ I C_ f .. ~`~~ ..~~ hsc~ k ~ cF Y ~ ~t.~,1 %,~~ ~ ~"+'
;4 N ~.~ ~ (7~ '' !V t" 1. r ~ -1. t-{ r k' I~- ! ~ r~ e r'~ { C ~U L ~'~ ~:t-~". t
UJL [SLUI,KJ LU-// It UKt1A~t1] AIUI)/r. 112 1-111 MATt=Q1AI IC T!1 QC r~ICf~uAnhLn
20. REASON(S) FOR DISCHARGE
21. TYPE(S) OF MATERIAL BEING DISCHARGEDyAN`D THE AMOUNT OF EACH TYPE// IN CUBIC YARDS
1 ~~ ~ 4r ~ ~.. {~ ~ ~ Ir" : ~ ~ ~ ~ I_L ~`` ~' G 111 '~ ~ C`1 C ~ c . <_~ ~ . l d i- .''" Grv..
22. SURFACE AREA IN ACRES OF WETLANDS OR OTHER WATERS FILLED {see instnrctions)
23. IS ANY PORTION OF THE WORK ALREADY COMPLETE? YES O NO ~ IF YES. DESCRIBE THE WORK
24. ADDRESSES OF ADJOINING PROPERTY OWNERS, LESSEES, ETC. WHOSE PROPERTY ADJOINS THE WATERBODY (If more than
can be entered hen:, please attach a supplemental list)
25. LIST OF OTHER CERTIFICATIONS OR APPROVALS/DENIALS RECEIVED FROM OTHER FEDERAL, STATE, OR LOCAL AGENC[ES
FOR WORK DESCRIBED IN THiS APPLICATION
AGENCY TYPE APPROVAL' IDENTIFICATION NUMBER DATE APPLIED DATE APPROVED DATE DENIED
~~~
" Would include but is not restricted to zonin , buildin and flood lain ermits.
26. Application is hereby made for a permit or permits to authorize the work described in this application. 1 certify that the information
in this application is complete and accurate. 1 further certify that I possess the authority to undertake the work described herein or am
acting a d autho ized agent of the applicant.
f, ~~ ~ ~
GNAT RE OF APPLICANT DATE SIGNATURE OF AGENT DATE
The application must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly
authorized agent if the statement in block 11 has been filled out and signed.
18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United
States knowingly and will fully falsifies, conceals, or covers up any trick, scheme, or disguises a material fact or makes any false,
factitious, or fraudulent statements ~ representations or makes or uses any false writing or document knowing same to contain any
false, fictitious or fraudulent statements or enW, shall be fined not more than $10 000 or imprisoned not more than five years or botF
ENG FORM 4345 -ONLINE CESPK-CO-R

NORTH CAROLINA
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APPENDIX E
Half size Roadway Plans

APPENDIX B
Merger O1 Revised 4A, 4B and 4C Meeting Minutes

~...
Stantec
Attendees: Bifl Biddlecome, US Army Corps of Engineers [via teleconference]
William Wescott, US Army Corps of Engineers
Chris Militscher, US Environmental Protection Agency
Gary Jordan, US Fish and Wildlife Service
Renee Glenhill-Earley, NC Department of Cultural Resources
Cathy Brittingham, NC Division of Coastal Management
Christina Breen, NC Division of Water Quality
John Hennessy, NC Division of Water Quality
Nikki Thomson, NC Division of Water Quality
Travis Wilson, NC Wildlife Resource Commission
Ed Eatmon, NCDOT Division 2
Jay Johnson, NCDOT Division 2
Chris Padgett, Down East RPO
Bob Deaton, NCDOT Human Environment Unit
Ed Lewis, NCDOT Human Environment Unit
Sonya Stafford, NCDOT Human Resources
Marshall Clawson, NCDOT Hydraulics Unit
Chris Manley, NCDOT Natural Environment Unit
Ray McIntyre, NCDOT Program Development Branch
Stacy Baldwin, NCDOT Project Development & Environmental Analysis Branch
Rob Hanson, NCDOT Project Development & Environmental Analysis Branch
Roy Shelton, NCDOT Project Development & Environmental Analysis Branch
Khaled AI-Akhdar, NCDOT Project Services Unit
Teresa Bruton, NCDOT Project Services Unit
Roger Rochelle, NCDOT Project Services Unit
Parn Schooler, NCDOT Project Services Unit
Mark Staley, NCDOT Roadside Environmental Unit
Allen Raynor, NCDOT Structure Design Unit
Tammye Fontenot, NCDOT Transportation Planning Branch
Michael Avery, City of New Bern
iJanny Meadows, City of New Bern
Jim Uavis, Craven County Economic Development Commission .
Donald Baumgardner, Craven County Planning Department
Qaul Koch, Stantec
Amy Sackaroff, Stantec
Bean Sarvis, Stantec
NC 43 CONNECTOR (TIP NO. R-4463)
NEPAl404 MERGER TEAM
MEETING FOR CONCURRENCE POINT 4A
(TODAY'S DATE: OCTOBER 31, 2005) ~~ [S ~~~
Meeting Date: October 13, 2005 p ~!i
JAN 1 3 2006 D
Place/Time: NCDOT Board Room, Raleigh
10:30 am RUNNEL, KLEPPER & KAHL
R~I.EIGH, NC
Distribution: Attendees
PURPOSE OF MEETING: To reach agreement on Concurrence Point 4A: Avoidance and
Minimization.

OCTOBER 13.2005 MEETING MINUTES
Page 2 of 4
Reference: NC 43 Connector Meeting for Concurrence Point 4A
ITEMS OF DISCUSSION: The following paragraphs summarize the discussion and
decisions resulting from this meeting:
The meeting opened with a brief introduction by Stacy Baldwin who then turned the meeting
over to Paul Koch. Mr. Koch presented project information in a slideshow that provided an
overview of the Least Environmentally Damaging Practicable Alternative (LEDPA)
preliminary design and its associated wetland impacts.
During the presentation, Mr. Koch noted `hat the project would include 3:1 side slopes
rather than the 2:1 slopes presented in the slideshow. Rob Hanson added that the NCDOT
Geotechnical Engineering Unit favors 3:1 slopes for coastal areas, as 2:1 slopes typically
experience failure aue to compaction issues with regional fill material. Calculations
performed at this point in the meeting determined that adjusting the slopes would increase
wetland impacts by approximately 0.105 acre, as calculated by hand from preliminary
design plan sheets. [Wetland impacts based on cross-sections of the proposed design
were calculated after the meeting. At wetland locations with low fill heights (Wetlands 1, 36,
and 37), the footprint of the project was actually reduced at 3:1 slopes because the need for
guardrail and Its associated 3-foot shoulder extension was eliminated. See Table 1 below
for final wetland impact acreages.)
TABLE 1
UPDATED WETLAND IMPOrTR
-~c~s March 2005
2:1 Slopes
in acres October 2005
3:1 Slopes
in acres Difference Between
Calculations
in acres
iNEtland 1 1.87 1.81 - 0.06
UVetland 13 0.27 0.28 + 0.01
Wetland 36 __ 0.44 0.40 - 0.04
Wetland 37 1.73 1.47 - 0.26
TC'f'AL 4.31 3.95 - 0.36
Mr. Koch also noted that impacts to Wetland i at the north end of the project are worst-
case ~nd that final impacts would be dster:Ttined by the configuration of the intersection of
the proposed PdC 43 Conn:.~ctor and Bosch Boulevard.
After the presentation, a discussion of reducing the project's proposed median widths
followed. Khaled AI-Akhdar stated that reducing the median width at the proposed
intersF~ctian with Bosch Boulevard would not substantially reduce wetland impacts and that
it would create 'ssues for left-turning truck traffic. Mr. AI-Akhdar clarified that reducing the
median width ~vo~ald require an additional lane to accommodate U-turns, which would create
additional wet;ard i~~pucts. ~"~~r. AI-Akhdar revised his comment to state that additional
wetland impacts would be created by th? need for a jug handle or bulb out, not an
additional lane.) William Wescott stated ':-iat he understood the issues associated with
decreasing the rriediari wrath anc thought tha~i iiie design was sufficient as presented.
S>~>n~'C In response to a question asked by Gary Jordan, Stacy Baldwin responded that the location
of ne animal crossing would be finalized irl the Concurrence Point 46 meeting, as agreed
at Coiicurre:~ce Point 2A. Mr. Jordan noted that the crossing's applicability would also need
to ;~e ~ietErmined at the suture meeting.

OCTOBER 13, 2005 MEETING MINUTES
Page 3 of 4
Reference: NC 43 Connector Meeting for Concurrence Point 4A
Nikki Thomson noted that indirect and cumulative impact (ICI) analysis requirements
related to the issuance of a 401 Water Quality Certification (WQC) would apply for this
project. [Given that the ICI Assessment for the NC 43 Connector was finalized in
January X005, DWQ is requesting that an update of the ICI avoidance and minimization
measures (i.e., the City's land development plan, ETJ extension, and agreement with
proposed access points) be included in the 401 WQC application. **j
In response to a question asked by John Hennessy, Danny Meadows replied that the
City of Nev~~ i3arn ::.; not req~:ired to ,apply for a Phase II National Pollutant Discharge
Elimination System (NPDES) permit.
The meeting progressed into a discussion of the project's proposed access points. Mr.
Koch noted that four access points are included in the project's design: two between US
17 and US 7U and two between US 70 and NC 43/55 (one of these being the
intersection at Bosch Boulevard), and that they would be designed as superstreet
intersections. in response to a comment made by Mr. Wescott, Mr. Koch stated that the
number and proposed access point locations were included in the ICI assessment and
were based on design requirements for spacing, existing logging roads, and the
extensive weiiand ~eiineations conGUCted for the project. He also noted that the access
points are conceptual at this point and teat the exact locations have not been specified.
Mr. Koch also commented that too many access points would deteriorate traffic flow. In
response to a question asked by Mr. Wescott, Mr. Meadows stated that the City agrees
to the proposed nrlmber of access points. Nis. Thomson noted that this information
would need to ne included in [the status update ot] the ICI assessment.
1"he signature form for Concurrence Point 4A (attached) was then revised and signed by
the NEFAi4U4 N!erger Team.
A brio` discussion of file City of New Bern's proposed wildlife habitat conservation area
then followed. I'~!ic`;ael Aven~ clarified that the area would be characterized as a passive
greenway and that pedestrian passage is currently not planned for the location where
the area crosses the NC 43 Connector.
Cathy F3rittin3har~~ noted that the project would require a consistency determination from
the i~iC: Division of Goasta! Management.
Cl"~k!:L=C'TitZhIS 3 OMiSS~OIdS: This surnmary is the writer's interpretation of the
events, discussiors. and transactions that took place during the meeting. If there are
any ?Idiiions ar,dii;r carrecti.:ns ple~~sa inform the writer in writing within seven (7) days.
C ~ ~ `+ r
Prajeu :Aarrayar
Fkoch~i7stantac.com

OCTOBER 13, 2005 MEETING MINUTES
Pag=c;,; n.
Refi~r~•ce~ NC 43 f.~»nect~r Meating for Concurrenca Point 4A
Attachment: ;oncurrence Point 4A Form
cc: ~~;tel,dees
Other NCDOT Technical Support Staff
C?tl :~r .0.cE; icy Staff
''"le
r
$~n~C "The Finding of No Significant Impact (FONSI) prepared for the NC 43 Connector
(NCDOT, Aug~~s; 205) details avoidance and minimization efforts that developed after
the finalization :f tha lCl Assessment (NCDOT, January 2005). See Response No. 6 to
EPA's comments on the EA (FONSI Appendix B) plus City of New Bern correspondence
and its land development plan (FONSI Appendix A).

NEPAl~04 MERGER TEAM MEETING AGREEMENT
Concurrence Point No. 4A: Avoid>ance and Minimisation
PROJEC7N0.l11P NO./:NAME/DESCRIPTION:
Federal Aid Project Number:
State Project Number: 8.804857
TIP Project Number. R-4463
TIP Description: NC 43 Connector, Craven County
From NC 55 to US 17
LEAST EkV~il:~NtdtN ~ r:u.Y uA~,iriiaif.W Nu4GT~eA-1LiE /.~ lc'I:.N~.TIJC (t.Et)PA%:
From the rtorthem terminus at NC 43 west of Bosch Boulevard (the original northern terminus),
Alternative F turns southwest to a proposed grade separation over the NCRR tracks.
Approxi:ra;el;, cnc r~ti~r.. ;^uth of 'ha railroad, an interchange is proposed with US 70. The
intercharcr~ ~~ Ir~r~-~tfd ;-r~st of the Greenbrier community and parallels an existing povverline
easerrte^t. Scu!h ;-* US 70, ~'USe~7lative F continues to parallel the powertine easement before
curving ±o `f•;e pest. The southern portion of this alternative joins existing Trent Creek Road and
#emninstzs :rt I -S 17.
AVOIDANCE AND MINIAAIZATION:
The foliaVri:~g av€~i~en^e and nirn riza+~or+ m~.';asl;r~s .are Incorporated Info the preliminary
design cf ,r',ltr;ma'.i±;e r .shrnhrr on ne 89/01/05 fxeiiminary design mapping for Alternative F
presert~~d at th~a ~Cto`,-~ r ~ ?. 2~~0; merger rr.esting~~
,~!i~; ~r:~p~t ~~!^;: d:.~ •~lopad try r~in!m`ze the ~r°ver~ion of undeveloped land by paralleling
~rc~p~,n7- !irc~a .and +: xis:irg d~+/elopment ~Nhere feasible;
.• #~reucn:t ~nrpGcis v+ere mini!^li,~Ed by Et:ijus'.~ng alignment and slopes;
r Icc:~~ti~+ns were minimized by adjusting alignment and slopes;
Impacts to the pawerlinP near the US 70 interchange were minimized; and,
~ rr:~~_+ ~;a~'.:~:; rn~~sed In the vicinity of the Trent Creek subdivision.
As ayrer~~ ~.:por* . tr'.i~ ; ~ ~ ~~; F i`irgs for :.enc°_+r~ er~c•a ~'1'in1 2h., nC bridges are recommended by the
NEPAIQ~,4',;r;re•;ar r;:,,rr+ +-V`1..'ii•3 t;'u3~•~r5(; ;arE• ~~c:::n~rend©d south of US 70, as shown in
IG1 Ey~~`vi` .' Yi~:~ ^:c,a,•? !•a~:~,tir,;,~, r'.'rd i.:"'?:~:~ of auIdlife crossings will be addressed dining
the fins' ~i~~~:,~~n ~-}.as~~ f~i'-~r~ing seiprtiQn of a Prefe~rE?d Alternative. Animal passage design will
be subj~ °' ::', ~;;~;_~r_,~ ~ i-; ^`i~ t'tC.1rV~idlife Fps<~urcWs ~mmisyion and the US Fish and Wildlife
Servics.
The Pr~.~:+,' Ty.wr, ;~a~ cunCui'r~;d ,,ri this fats cY C~ot~ber 13, 2005 on the avoidance and
minimizaii~~n ~neas~~;e~~ (r~r .~hE ! east Fnvis•ort.merltal:y Ramaging Practicable Alternative

US Army ~:crps of Enc~i~~ee~s
US Environmental Protection Agency
US Fish ana U-lildlife Service
National Marine Fisheries Service
NC Wildlife Resources Commission
NC Depar*r~e1t of C,s':t~ira~ Resources
NCDENR, D~~ns~on cf Goa~tal Manag~r*~ent
NCUENR,'Division cf Marine Fisheries
NCDENR. Division af!Na!t~r Quality
NC Depart~-~enE of T~ansptrtation, PD ~ EA Br2
NC Departr~tpnt of T~ ar~sportation, Division 2
1
a
~~ ~~~

BSI

NC 43 CONNECTOR (TIP NO. R-4463B)
NEPA/404 MERGER TEAM
MEETING FOR CONCURRENCE POINT 4B
(Today's Date: January 25, 2007)
Meeting Date: January 18, 2007
Place/Time: NCDOT Board Room, 1:00 pm
Attendees: William Wescott-USAGE
David Wainwright-NCDWQ
Travis Wilson-NCWRC
Gary Jordan-USFWS
Kathy Matthews-USEPA
Steve Sollod-DCM
Stephen Lane-DCM
Sarah McBride-SHPO (not present)
Virginia Mabry-NCDOT, Alternative Delivery Unit
Rodger Rochelle, NCDOT, Alternative Delivery Unit
Anne Gamber, NCDOT, Alternative Delivery Unit
John Wadsworth, NCDOT, Alternative Delivery Unit
Keith Eason, NCDOT, Roadway Design Unit
Chris Manley, NCDOT, NEU
Chris Riverbark, NCDOT, NEU
Elizabeth Lusk, NCDOT, NEU
Deborah Anderson, NCDOT, NEU
Cherri Smith, NCDOT, NEU
Rob Hanson, NCDOT, PDEA
Mark Staley, NCDOT, REU
Bob Deaton, NCDOT, HEU
Stephen Worthy, NCDOT, Utilities
Ed Eatmon, NCDOT, Division 2
Daniel Van Liere, Down East RPO Coordinator, ECCOG
Amy Simes, NCDENR
Paul Koch, Stantec
Tina Swiezy, RK&K
Matthew Cook, RK&K
Mike Merritt, RK&K
Howard Woodall, RK&K
Joanna Harrington, RK&K
Jonathan Bivens, S.T. Wooten Corp.
Jon Wallace, S.T. Wooten Corp.
Michael Wood, Catena Group
Jennifer Logan, Catena Group
Distribution: Attendees

-January 18, 2007 Meeting Minutes
Reference: NC 43 Connector Meeting for Concurrence Point 4B
Purpose of Meeting: To reach agreement on Concurrence Point 4B - 30% Hydraulic
Review
Items of Discussion: The following paragraphs summarize the discussion and decisions
resulting from this meeting:
Rodger Rochelle with NCDOT began the meeting with a brief opening. He stated that
the Concurrence Point 4A meeting had been held in October 2005, but due to NCDOT
funding issues, the project had been delayed. He also stated that the Design Build Team
was currently working ahead of their proposed schedule.
Mr. Rochelle introduced the manager of the Design Build Team, Jonathan Bivens with
S.T. Wooten. Mr. Bivens welcomed everyone and gave an overview of the agenda for the
meeting.
Mr. Bivens introduced Matthew Cook with RK&K. RK&K is the lead engineering
consultant responsible for the overall design of the project. Mr. Cook, a hydraulics
engineer, began by giving a brief description of the project and pointing out on a public
hearing map the three (3) locations where wetlands were being impacted by proposed
construction. He also stated that there are no jurisdictional streams on the project. Mr.
Cook then began going through the design plans sheet by sheet.
Sheets 4-6, 13-14:
No wetlands or jurisdictional streams are on these sheets. There were no comments or
questions.
Sheet 7:
The wetland site at -L- Sta. 182+00 was pointed out. The wetland impacts for this site
are 0.284 Ac. for Permanent Fill in Wetlands and 0.020 Ac. for Mechanized Clearing in
Wetlands. There were no other comments or questions.
Sheet 8:
The wetland site at -L- Sta. 195+00 was pointed out. The wetland impacts for this site
are 0.000 Ac. for Permanent Fill in Wetlands (1.3 sq. ft. is less than the significant digits
allowed for the acreage conversion) and 0.005 Ac. for Mechanized Clearing in Wetlands.
There were no other comments or questions.
Sheet 9:
No wetlands or jurisdictional streams are on these sheets. There were no comments or
questions.

January I8, 2007 Meeting Minutes
Reference: NC 43 Connector Meeting for Concurrence Point 4B
Sheet 10-11:
The wetland site at -L- Sta. 225+00 to 231+00 was pointed out. The wetland impacts for
this site are 1.848 Ac. for Permanent Fill in Wetlands and 0.122 Ac. for Mechanized
Clearing in Wetlands. The wetland south of the alignment will be considered a total take
(there is only a very small portion of wetland that is outside the fill slopes, therefore it
would lose its wetland characteristics), however the wetland north of the alignment is not
considered a total take. There were no other comments or questions.
Note:
The proposed drainage for sheets 11-12, 16-17 was left off the plans provided to the
agencies due to that fact that on half size sheets it is difficult to read. At this time, Anne
Gamber with NCDOT pointed out to those in attendance the 2 full size sets of redlines on
the conference table that included proposed drainage design on these sheets. Mr. Cook
stated that due to the flat undersized nature of the existing storm drainage system, the
main trunkline would need to be replaced in its current location. The pipe slope would be
steepened and pipe sizes increased as the design criteria dictates. The replacement would
continue to the reinforced concrete box culvert on sheet 18.
Sheet 12:
No wetlands or jurisdictional streams are on this sheet.
David Wainwright with DWQ asked about the nature of the existing retention pond at -L-
Sta. 246+50 as it relates to the new design. Mr. Cook pointed out that the retention pond
would be drained and filled. The pond will no longer be needed since it is serving the
existing gas station which will be removed because of the location of the new alignment.
Mr. Wainwright also questioned the direction of the riprap at the end of the pipe at -L-
Sta. 245+75 RT. The riprap as shown is at a 90 degree angle to the pipe outlet. Mr. Cook
stated that this was done to show the direction of the water as it leaves the pipe. The
riprap pad at the end of the pipe will be installed in a manner to dissipate the energy and
velocity of the flow.
Sheet 15:
No wetlands or jurisdictional streams are on this sheet. There were no comments or
questions.
3

January 18, 2007 Meeting Minutes
Reference: NC 43 Connector Meeting for Concurrence Point 4B
Sheet 16:
There were no wetlands or jurisdictional streams on this sheet when the original
delineation was done. However, during field visits in the past few weeks, it was observed
that the pond at -YS- Sta. 17+00 LT had increased in size. The outlet ditch has been
blocked increasing the size of the pond and is backing up water onto the upstream
properties. Chris Manley with NCDOT passed around photos of the site. Anne Gamber
stated that there is a dispute between the property owners about the ditch. She said the
downstream owner feels he has the right to block the ditch since the upstream owner has
goats. Mr. Cook said that the owner doesn't want goat feces to enter his property. This
site needs to be reevaluated by the agencies as a possible wetland or surface water site in
accordance with agency and NCDOT policy. Mr. Manley and Ms. Gamber will
coordinate a field visit with the agencies. William Westcott with USACE, and Mr.
Wainwright stated that they would visit the site. After determination of the site in
question, the consultant will include this area as a permit site if required. The current
hydraulic design does not add drainage to the existing outfall. The current outlet pipe
needs to be replaced since its slope is inverted (existing slope is -0.89°Io).
Sheet 17:
No wetlands or jurisdictional streams are on this sheet.
Mr. Westcott asked if the proposed intersection at -YS- Sta. 32+00 LT would change the
existing drainage pattern. Mr. Cook stated that it would not. Mr. Cook pointed out that
the proposed design calls fora "grade to drain" to the existing roadside ditch where the
pavement is being removed, and that no additional drainage would be added to it.
Mr. Wainwright also commented on the fact that there is a new subdivision intersection at
-YS- Sta. 33+00 LT, which is not shown on the plans. He questioned how the drainage
would be handled. Mr. Cook stated that the developer constructed a roadside ditch in the
area and installed a 24" RCP. The pipe is actually over designed, so it will accommodate
the current drainage pattern. The design plans will be revised once NCDOT decides how
to tie this new drive into the current design. There are no impact sites in the immediate
area that would be affected.
Sheet 18:
No wetlands or jurisdictional streams are on this sheet. Mr. Cook pointed out that the
proposed 30" RCP will tie into the side of the existing RCBC at the same invert which is
approximately 1.9' above the invert of the RCBC. No impacts are anticipated with this
construction.
4

January 18, 2007 Meeting Minutes
Reference: NC 43 Connector Meeting for Concurrence Point 4B
This concluded the discussion of the hydraulic design. Mr. Bivens then introduced
Howard Woodall with RK&K. Mr. Woodall is the engineer responsible for coordinating
the proposed utility relocations for the project.
Mr. Woodall discussed the following utility impacts associated with the project:
Sheet 4
There is a power line that runs perpendicular to US 70 (-Y3-). However, due to the
proposed alignment of -LPC- and -RPC-, the power lines will not have to be relocated.
The power lines will only need to be elevated by raising the poles. There are no
anticipated impacts or conflicts on this sheet.
Sheets 5-6, 13-14
No utility associated impacts or conflicts.
Sheets 7-8
There are two power lines that cross the proposed alignment at -L- Sta. 187+00 and -L-
Sta. 193+00. The proposed fill height at this location is approximately 40' above the
existing ground due to the proposed bridges over the existing railroad. It is not feasible to
cross the proposed roadway with the power lines at this location due to this difference in
elevation. Mr. Woodall is working with the utility companies to develop a plan to move
the utility crossings to a more suitable site for crossing with minimal impacts to the
wetlands in the area. There are no jurisdictional streams in the area. The waterline that
runs along the railroad will not be affected.
Sheet 9
There is a power line that crosses the proposed alignment at -L- Sta. 214+00. The
proposed roadway fill is low enough in this area for the poles to be raised which will
allow the power line to use existing easement.
Sheet 10
No utility associated impacts or conflicts.
Sheets 11-12, 16-18
There are utility conflicts on these sheets due to proposed improvements along existing
NC 55; however, there are no jurisdictional streams or wetlands that will be impacted.

January 18, 2007 Meeting Minutes
Reference: NC 43 Connector Meeting for Concurrence Point 4B
However, there may be an environmental impact on sheet 16 following the future field
visit to the pond at -YS- Sta. 17+00 LT (see Sheet 16 above in hydraulic review).
Mr. Rochelle requested that the Contractor be allowed to begin utility relocations prior to
permit approval strictly in upland areas. Mr. Rochelle said that this request is consistent
with a similar request made and granted for the Washington Bypass Design Build project.
Mr. Bivens pointed out an exhibit that shows the location of all the borrow pits that will
be used for the project. He also explained that all required environmental studies will be
performed for all borrow sites. He also stated that any project waste will be placed in the
interchange quadrants or taken back to the borrow sites.
Mike Wood with Catena stated that EEP mitigation included 3.95 acres. Mr. Wood
explained the 3.95 figure does not include any temporary impacts or any potential impacts
due to utility relocations.
Mr. Rochelle informed those in attendance that the utility plans for the upland areas will
be presented at the Concurrence 4C meeting and that preliminary permitting for the R-
4463Aproject will also be included. He said that everything should be in order to move
ahead to the Concurrence 4C meeting.
NCDOT will coordinate with the agencies to determine placement of the proposed
wildlife crossing for project R-4463A.
Corrections and Omissions: This summary is the writer's interpretation of the events,
discussions, and transactions that took place during the meeting. If there are any
additions and/or corrections please inform the writer in writing within seven (7) days.
Matthew Cook, P.E.
Hydraulics Project Engineer
mcook @ rkkengineers.com
cc: Attendees
File
H:\Word\Document\Design Build -R4463B Craven County\Hydro\R4463B Concurrence Point 4B meeting minutes.doc

NC 43 CONNECTOR (TIP NO. R-4463B)
NEPA/404 MERGER TEAM
MEETING FOR CONCURRENCE POINT 4C
DRAFT
(Today's Date: April 11, 2007)
Meeting Date: April 11, 2007
Place/Time: NCDOT Hydraulics Conference Room, 2:00 pm
Attendees: William Wescott-USAGE
David Wainwright-NCDWQ
Travis Wilson-NCWRC
Gary Jordan-USFWS
Kathy Matthews-USEPA
Chris Militscher, USEPA
Steve Sollod-DCM
Stephen Lane-DCM
Virginia Mabry-NCDOT, Alternative Delivery Unit
John Wadsworth, NCDOT, Alternative Delivery Unit
Chris Manley, NCDOT, NEU
Chris Riverbark, NCDOT, NEU
Elizabeth Lusk, NCDOT, NEU
Mark Staley, NCDOT, REU
Mark Laugisch, NCDOT, REU
Frank Bowen, NCDOT, Utilities
Johnny Metcalfe, NCDOT, Division 2
Tina Swiezy, RK&K
Matthew Cook, RK&K
Mike Merritt, RK&K
Howard Woodall, RK&K
Joanna Harrington, RK&K
Jonathan Bivens, S.T. Wooten Corp.
Michael Alford, S.T. Wooten Corp.
Rob Coleman, S.T. Wooten Corp.
Michael Wood, Catena Group
Jennifer Logan, Catena Group
Stacy Oberhausen, NCDOT, PDEA
Donnie Brew, FHWA
Distribution: Attendees
Purpose of Meeting: To reach agreement on Concurrence Point 4C - 100% Hydraulic
Review

April 11, 2007 Meeting Minutes
Reference: NC 43 Connector Meeting for Concurrence Point 4C
Items of Discussion: The following paragraphs summarize the discussion and decisions
resulting from this meeting:
Virginia Mabry with NCDOT began the meeting with a brief opening. She stated that the
Concurrence Point 4A meeting had been held in October 2005, and the Concurrence
Point 4B meeting held in January 2007.
Ms. Mabry addressed the wildlife crossing on Section A; she explained that after
coordinating with NC Wildlife Resources Commission and the US Fish and Wildlife
Service the wildlife crossing is not warranted.
Ms. Mabry then introduced Jonathan Bivens of S. T. Wooten, and he addressed the RFP's
request for an onsite meeting between now and the time the agencies would receive the
permit application. He asked that a decision be made at the 4C meeting as to whether or
not this meeting was necessary.
Mr. Bivens introduced Matthew Cook with RK&K. RK&K is the lead engineering
consultant responsible for the overall design of the project. Mr. Cook, a hydraulics
engineer, began by giving a brief description of the project and pointing out on a public
hearing map the four (4) locations where wetlands were being impacted by proposed
construction. Mr. Cook then began going through each permit sheet for Sections A & B.
Section A
Mr. Cook stressed that Section A is strictly a preliminary permit and not part of the
Design Build Team's design. 3:1 fill slopes will be used in Section A.
Sheet 2/Site 1•
The wetland impacts for this site are 1.47 acres of Permanent Fill in Wetlands and 0.15
acre of Mechanized Clearing in Wetlands. There were no other comments or questions.
Sheet 3/Site 1 (cont.) and Site 2:
The wetland impacts for this site are 0.40 acre of Permanent Fill in Wetlands and 0.04
acre of Mechanized Clearing in Wetlands. William Wescott from the US Army Corps of
Engineers (USAGE) asked what the standard width for mechanized clearing is. Mr. Cook
answered that the width is ten (10) feet for the entire project. There were no other
comments or questions.

April 11, 2007 Meeting Minutes
Reference: NC 43 Connector Meeting for Concurrence Point 4C
Section B
Sheet 7/Site 1•
The wetland impacts for this site are 0.28 acre of Permanent Fill in Wetlands and 0.02
acre of Mechanized Clearing in Wetlands. Donnie Brew with FHWA asked why there
was a guardrail at this site. Mr. Cook's response was that due to the roadway fill height
guardrail is required. There were no other comments or questions.
Sheet 8/Site 2:
The wetland impacts for this site are 0.000 acre for Permanent Fill in Wetlands (1.3 sq. ft.
is less than the significant digits allowed for the acreage conversion) and 0.005 acre for
Mechanized Clearing in Wetlands. There were no other comments or questions.
Sheet 10-11/Site 3:
The wetland impacts for this site are 1.89 acre of Permanent Fill in Wetlands and 0.09
acre of Mechanized Clearing in Wetlands. The wetland east of the alignment will be
considered a total take (there is only a very small portion of wetland that is outside the fill
slopes, therefore it would lose its wetland characteristics), however the wetland west of
the alignment is not considered a total take. The only impact to the wetland is from
roadway fill, not due to the cross pipes. There were no other comments or questions.
Sheet 16/Site 4:
The outlet ditch on the far north side of the pond has been blocked increasing the size of
the pond and is backing up water onto the upstream properties. Chris Manley with
NCDOT passed around photos of the site. It was agreed at the Concurrence Point 4B
meeting that this site would need to be reevaluated by the agencies as a possible wetland.
This wetland site was delineated by Mr. Manley on March 28, 2007 and had not yet been
verified as jurisdictional before the 4C meeting. This site was also reviewed in the field
by Mr. Wescott of USACE on April 10, 2007. Mr. Wescott approved the delineation at
the 4C meeting; therefore impacts calculated from Mr. Manley's delineation will be used
for the permit application.
This concluded the discussion of the hydraulic design. Mr. Cook then introduced Howard
Woodall with RK&K. Mr. Woodall is the engineer responsible for coordinating the
proposed utility relocations for the project.
Mr. Woodall discussed utility impacts associated with the project. In the vicinity of the
railroad, all utilities will be relocated without impacting natural resources. In the vicinity
of NC 55, the only utilities that will impact natural resources will be an overhead power
line on the north side of NC 55 (Site 4). The overhead relocation will span the wetland
and will be conducted under existing Nationwide Permit 12.
3

April 1 I, 2007 Meeting Minutes
Reference: NC 43 Connector Meeting for Concurrence Point 4C
Chris Militscher asked about utility impacts at the US 70 interchange. Mr. Woodall
explained that power lines will be raised vertically, and no impacts are anticipated.
Mr. Bivens then explained that a driveway may need to be constructed at the proposed
80' break in control of access on the east side of the connector at the Weyerhauser
property (-L- Sta. 164+00 +/-). This driveway will be constructed to provide access to
the existing Progress Energy and City of New Bern's power facilities and City of New
Bern's proposed water well system to be constructed on this property. This information
was received with no comment.
Ms. Mabry then reiterated the request from the 4B meeting that utility relocations be
allowed to occur only in upland areas before issuance of the permit. Mr. Wescott and Mr.
Wainwright both agreed to this request.
The design team stressed the permit schedule. Tina Swiezy of RK&K also asked if the
pre-permit application onsite meeting that Mr. Bivens discussed earlier was needed. It
was agreed that no additional meeting was necessary before submitting the permit
application.
Mr. Wescott and Ms. Swiezy had a discussion to clarify the existing Nationwide Permit
12 for Site 4. It was clarified that the existing Nationwide Permit 12 would be used for
utility relocations at Site 4 once the existing Nationwide Permits are back online
(anticipated mid-May).
It is anticipated that the Design Team will submit the permit application to PDEA April
16, 2007, and the agencies will receive the permit following PDEA review (anticipated
May 21, 2007).
Matthew Cook, P.E.
Hydraulics Project Engineer
mcook @ rkken gineers.com
cc: Attendees
File
4

APPENDIX C
Stormwater Management Plan

STORMWATER MANAGEMENT PLAN
Project: 35601.3.2, R-4463B February 23, 2007
Craven County
Hydraulics Project Engineer: Matthew L. Cook P.E. (RKK Engineers)
Anne Gamber, P.E. (NCDOT Alternative Delivery Unit)
ROADWAY DESCRIPTION
The project consists of a new alignment for NC43 Connector in Craven County. This section runs
from US70 to NC43/NC55 (Neuse Boulevard). The overall length of the project is approximately
2.4 mi. of four lane divided highway. The project will be controlled access for the mainline (NC43
Connector), and standard Right of Way for the rest of the project. Proposed typical sections for the
mainline consist of a grassed median with open shoulders and ditches. Sections of the mainline will
include a raised median with curb & gutter. There are no waterway bridge or box culvert crossings
on the proposed alignment. There are no proposed pipe culverts greater than 48" on this project.
The project drainage system consists of cross pipes, grated inlets and associated pipe systems, and
side, median and lateral stormwater ditches and swales.
ENVIRONMENTAL DESCRIPTION
The project is located in the Neuse River Basin. Therefore, it is subject to North Carolina
Department of Environment and Natural Resources (NCDENR) rules and regulations concerning
stream buffers and filtration. However, there are no jurisdictional streams within the project limits.
There are three general areas where wetland sites cross back and forth or run parallel to the
alignments that will be impacted by the proposed project. Wetland impacts will be kept to a
minimum by limiting widening of the roadway in these areas. The project is also in a LAMA
county, Coastal Area Management Act, and will adhere to all requirements and permitting set forth
by this Act.
BEST MANAGEMENT PRACTICES AND MAJOR STRUCTURES
The primary goal of Best Management Practices (BMPs) is to prevent degradation of the state's
surface waters by 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 are used on this project to reduce stormwater impacts are grassed swales and grassed
fill slopes. These measures are used for filtration of stormwater before it leaves the site. There are
no jurisdictional streams within the project limits. There will be no ditching within the wetland
areas. There are no major drainage structures on this project.
The following is a listing of the grass swales on the project with the corresponding information for
each one.

STATION OUTLET LENGTH (ft) SLOPE (%) DESC V l0yr (fUs) AREA (ac) Q l0yr (cfs)
-L- 131+36-

135+98 CL 274 459 2.39 6:1, V DITCH L63 0.47 1.31
-L- 138+50-

142+98 CL X95 ,~,~g 2.99 6:1, V DITCH 1.67 0.37 1.03
-L- 144+43-

149+84 CL 356 (LT) 541 0.68 6:1, V DITCH 1.06 0.55 1.53
-L- 149+84- 356 (RT) 566 0.30 5.8.1, V L07 0
97 3
60
155+50 CL DITCH . .
-L- 156+50-

159+00 CL 355 250 0.57 3:1, V DITCH 1.53 0.38 L65
-L- 159+00-

161+68 CL 362 (LT) 268 0.54 3:1, V DITCH L45 0.33 1.43
-L- 161+68-

162+95 CL 362 (RT) l27 0.20 3:1, V D[TCH 0.83 0.16 0.69
-L- 165+OS-

166+06 CL 365 (LT) 101 0.20 4:1, V DITCH 0.85 0.26 1.29
-L- 166+06-

171+50 CL 365 (RT) 544 0.20 4:1, V DITCH 0.73 0.29 0.70
-L-172+50- 374 (LT) 252 1.23 5.5:1, V 1
20 0
28 0
87
U5+02 CL DITCH . . .
-L- 175+02- 374 (RT) 788 0.30 5.5:1, V 0
91 0
76 1
67
182+90 CL DITCH . . .
-L- 182+90-

189+80 CL 378 690 3.00 6:1, V DITCH L88 0.66 1.63
-L- 191+07-

198+00 CL 392 693 3.00 6:1, V DITCH 1.89 0.67 L66
-L- 198+00-

204+00 CL 394 600 0.74 6:1, V DITCH 1.08 0.59 1.46
-L-204+00-

210+00 CL 395 600 0.30 6:1, V DITCH 0.83 0.58 1.35
-L- 210+00-

214+82 CL 398 (LT) 482 0.30 6:1, V DITCH 0.76 0.47 1.16
-L- 214+82-

218+00 CL 398 (RT) 318 0.55 6:1, V DITCH L79 0.30 0.74
-L- 218+00- 400 728 0.42 5.75:1, V 34
1 1
28 14
5
225+28 CL D[TCH . . .
-L- 226+17-

232+50 CL 452 (LT) 633 0.49 S:l, V DITCH 1.35 0.93 3.26
-L- 232+50-

235+70 CL 452 (RT) 320 0.29 5:1, V DITCH 0.83 0.40 1.02
-Y3- 88+50

LT- -RPA-
280
526
0.12 3:1, 3' BASE
L47
18
28
18
50
16+76 RT DITCH . .
-RPA- 19+50- OUTLET 4.5:1
V
20+66 RT DITCH 116 3.55 ,
DITCH 1.70 0.13 0.48
-RPA- 20+66- OUTLET 4.5:1
V
23+00 RT DITCH 234 2.71 ,
DITCH 1.92 0.38 1.18
-Y3- 56+13

LT- -RPB- OUTLET
187
2'05 4.5:1, V
2
70
2
12
4
94
15+00 LT DITCH DITCH . . .
-Y3- 53+00

RT- -RPC- OUTLET
908
0.39 4.S:1, V
2
10
3
72
9
19
22+00 RT DITCH DITCH . . .
-RPC- U+00- 4.5:1
V

19+50 LT 264 (LT) 250 2.19 ,
DITCH 1.52 0.23 0.64
-RPC- 19+50- 264 (RT) 250 0.30 4.5:1, V 1
17 0
91 3
10
22+00 LT DITCH . . .
-LPC- 12+90- OUTLET 4.5:1
V
I4+00 RT DITCH 110 2.69 ,
DITCH 2.54 1.04 2.57
-L- 145+40- 299 104 0.29 3:1, 2' BASE 1 71 3 49 9 71
146+44 RT DITCH
-L- 163+39- OUTLET 3:1, 2' BASE

166+88 LT
DITCH 349 0.62
DITCH 144 I L l5 2.60
-L- 185+10-

188+15 LT 380 305 0.20 3:1, V DITCH L48 1.19 2.94

STATION OUTLET LENGTH (ft) SLOPE (%) DESC V l0yr (ft/s) AREA (ac) Q l0yr (cfs)
-L- 192+65-

194+OS RT 382 140 2.78 3:1, V DITCH 2.61 0.52 1.29
-Y8-21+00- OUTLET 3.5:1
V
25+00 LT DITCH 400 0'28 ,
DITCH 0.97 0.28 1.04
-Y8- 21+00- OUTLET 3
5:1
V
25+00 RT DITCH 400 0.22 .
,
DITCH L04 0.63 1.95
-L- 246+00-

248+00 LT 510 (LT) 200 0.30 3:1, V DITCH L74 1.22 3.05
-L- 248+00- 510 (RT) 167 119 3.5:1, V ~ 25 Ill 3
38
249+67 LT DITCH .
-L- 247+00- OUTLET 3:1
3' BASE

253+00 RT
DITCH 600 0.05 ,
DITCH I.00 7.91 14.54
-YS- 15+07- OUTLET 4
V
5:1
17+62 LT DITCH 255 0.52 .
,
DITCH 2.03 4.49 8.26
-YS- 15+16-
17
62 RT
458 (LT)
488
0.26 4.5:1, V
L37
L77
4
93
+ DITCH .
-YS- 17+62- OUTLET 4.5:1
V
22+50 LT DITCH 246 0.51 ,
DITCH 1.35 L06 2.50
-YS- 17+62-
22+50 RT 458 (RT) 488 0.22 4.5:1, V 1.03 1.07 2
98
DITCH .
-Y6- 10+50- OUTLET 75 L50 3.5:1, V 1.23 O.l I 0.31
I 1+25 RT DITCH DITCH
-Y6- 1 I+00- OUTLET 100 0.30 3.5:1, V 0.93 0.21 0.78
12+00 LT DITCH DITCH
-L- 190+40 RT OUTLET 45 0.22 3:1, V DITCH 0.50 0.05 0.11
DITCH
-L- 190+46- OUTLET 100 0.10 3:1, V DITCH 0.45 0.07 0.17
190+77 RT DITCH
-L- 190+38- OUTLET 140 3.19 3:1, V DITCH 2.00 0.21 0.52
19075 LT DITCH

APPENDIX D
Ecosystem Enhancement Program
Request & Acceptance Letters

r""
'~-y..-'
STATE ©F NORTH CAROLINA
DEPARTME~NI` t3F TRANSPORTATION
M~ct~tAEL ~'. Easf.EY
GE)VERNOR
Mx. William D. Gilmore, P.E.
EEF Transition Manager
Ecosystem I;n~haxtcement Pm,gram
1652 Mail Service Center
Raleigh, NC 27699-1052
January 10, ZOOb
Dear Sir:
Lvtvno TrnrFrr
SECRETARY
Subject: Graven County. NC 43 Connector (Basch Blvd.). Extension of NC 43 froth NC
55 to US 17 just west of New Bern. State Project No 6.804$57, WBS: 35601.1.1,
TIP Nos. R-4x63.
The purpose of this letter is to request that the North Carolina Ecosystem Enhancement Program
(EEP) provide confumation that you are willing to provide compensatory mitigatian for the
project in accordance with the Memorandrun of Agreement (MOA) signed July 22, 2003 by the
USACE, the NCDENR and the NCDOT. ' ~' ~ ~ ~~
The Noah Carolina Department of Transportation proposes to construct an extension of NC 43
from NC 55 to US 27 just west of New Bern in Craven County, known as the NC 43 Connector
or t3osch Boulevard.
RESOURCES UNDER THE JiJRISDICTION 4F SiECTiON 404 AND 441 4F THE
CLEAN WATER ACT.
We have avoided and minimized the impacts to jurisdictional resources to the greatest extent
possible. The remaining impacts to jurisdictional resources will be compensated for by
mitigation provided by the EEP program. We estimate that 3.95 acres of wetlands will be
impacted.
The project is located in the Coast$1 Plain Physiographic Province in Craven County in the Neuse
River basin in Hydrological Cataloguing Unit 43020204.
The wetland impacts total 3.95 acres of nonriuerine hardwood and swamp forests. We propose
to provide compensatory mitigation for the wetland irnpactS by using the EEP for the 3.95 acres
of impacts.
8/9 aSEd •`YitJBb~L 90-6-~EW `Z86B06L646 .`HJI3ldti-'1Nt/~ ~ a3dd3l~l ~3NfY4tiF! =~8 ~uaS

Please send the letter of confirmation to William Wescott at U. S. Army Corps of Engineers
Washington Regulatory Field OtTice, P.U. Box 1004 Washington, NC 27889-i440. Mr.
Wescott's FAX number is {252} 975-1399. The curreasi let date for the project is 4511tiQb for
which the let review date is 43/28146.
In order to satisfy regulatory assurances that mitigation will be performed; the NCDWQ requires
a formal fetter from EEP indicating their willingness and ability to provide the mitigation work
requested by NCDOT. The NCDOT also requests a copy of the confirmation letter be sent to
Mr. Sohn Hennessy of NCDWQ.
Please respond to NCDOT in writing within 10 business days with-a;a EEP -acceptance letter fur
this NCDUT project. if ynu have any questions or need additional information please calf Chris
Manley @ (929} 715-1487 or cdmanley~dotstate,nc.us .
Sincerely,
Gregory J. Thorpe, Ph.D.,
Environmental Management Director
Project Development & Environmental Analysis Branch
Mr. Jahn Heruzessy, NCDWQ
Ms. Nicole Thompson, NCDWQ
Mr. William Wescott, USACE
Ms. Cathy Brittingl~am, NCDCM
Mr. Bill Arrington, NCDCM
Ms. Linda Fitzpatrielc, NCDOT Natural Environment Unit
Mr. Majeti Alghandotu, P. E„ NCDOT' Project Mattagement/Scheduling Unit
Mr. Todd Jones, I~fCDOT External Audit Branch
File-R-4463
8f9 afed •`WtlBb=L 90-6-~elY `-Z8£806L616 •`HJI3ldd-lH~Ji '8 d3dd31~1 I~WW{lt! =~8 ~ua5

,.-
L
E a yen
YRQCiRI1M
January 31, 2006
Mr. Gregory J. Thorpe, Ph.D.
Environmental Management Dite~
Project Development and Environmental Analysis Branch
North Catalina Department of Transportation
1548 Mail Service Center
Raleigh, North Carolina 27699-1548
Dear Dr. Thorpe:
Subject: EEP Mitigation Acceptance I,,etter.
R~C~lVED
FEB s 2004
flFtlfG'1~AlI$
POEA~OFFIt~ DF NAi1iA~ 91M~ip4~ 1
R-44G3, NC 43 Cortnector (Bosch Boulevard) from NC 55 to US 17 just
west of New Rent, Craven County
The purpose of this letter is to notify you that the Ecosystem Enhancement Progam (EEP)
will provide the compensatory non-riverine wetland mitigation for the subject project. Based on
the information supplied by you in a letter dated January i0, 2006, the impacts are located in CU
03020204 of the Neuse River Basin in the Northern Outer Coastal Plain (NICP) Eco-Region, and
src as follows:
Nvn-Riverine Wetlands: 3.95 ttcres
The subject project is not listed in Exhibit 2 of the Memorandum of Agreement among the
North Carolina Department of Environment and Natural Resources, the North Carolina Department
of Transportation, and the U. S. Atrny Corps of Engineers, Wilmington District dated Duty 22,
2003. Mitigation for this project wilt be provided in accordance with the above referenced
agreement. EEP wiU commit to implementing sufficient compensatory non-riverine wetland
mitigation to offset the impacts associated with this project by the end of the MOA year in which
this project is permitted, in accordance with Section X of the Tri-Party MOA.
If you have any questions or need additional information, please contact Ms. Beth Harrnvn
at 919-'715-1929.
sincerety,
tam D. Gilmore, P.E. . ~ ~ .~_ ---.~-~.
EEP Director
ee~ Mr_ William Wescott, U3ACE-Washington
Mr. Jahn Hennessy, Division of Water Quality, Wetlands/401 Unit
Files: R-4463
1~;P~S'~'DYL~... ~ ... PYOt~G~"l.J~L! OGLY State
North Cuolina Etos~tem Enhar-cernant ~rpgrun,1~51 N[aif Service Canter, Raleigh, NC 21b99-1652 / 919-1t 5-{t416 f www nceep.net
8!L a6ed •`YUVBti~L 90-6-~eW •`Z8E806L6t6 -`H~JI3lbli-IHV~I '8 a3dd3l~ l3YVY~fIa ~~8 ~uaS

f-' 113 i
PROGRAM
January 3 t , 2006
Mr. William Wescott
U. S. Arury Coeps of p
Washington Reguluory Field Office
Post Ot~a~oe Bwc 1000
Washington, North Catnlma 27884- l Ofl0
Dear Mr. Wesicatt:
Snlt~ecx; ~" Ntitig$tioxt Aooeptance Letter.
R-4463, NC 43 Connector (Bosch Boulevard) from NC 55 to US 17 just
west of New l~n, Crave» County; Neuse River Hasin (Cataloging Unit
03020204k Northern Outer Coastal Plain (NICP) Eco-Region
Tie purpo~ ofthis letter is to $atify you that the Ecosystem Enhancement Program
(EI;P) wt71 provide the compensatory ttpn-riverine wetland mitigation for the unavoidable impact
associated +viith the abav+eaefcrcnced prvjccL As indicated in the NCDOT's mitigation request
letter dated January l0, 20p6i, the proje~et will impact 395 acres of non-river'tne wetlands.
Eif1' will commitb implenn;nting sufficient compensatory non-riverine wetland
mitigation ap w a 2:1 radio to offset the impacts associated with this project by the end of the
MOA year io which the pwtnit for this project is issued, in accordance with Section X of the
Memoranti~ ofAgreem~t b~etwecn tlSe U. S. Army Corps of Engineers, N. C. Department of
Environmat and Natural Resources, and N. C. Department of Transportation {Tri-Party MOA),
signed on l.ty 22, 2003_ tyompettsatory riverine wetland mitigation assets available
include, bat ace not limited to, the Crostaq Mitigation $ank and Stallings Mitigation site.
If }eau have any questions ar need additional information, please contact Ms. Beth
Harmon adl19-715-1929.
Sincerely,
._.~
waliism D. Gilrnvre, P.E.
EEP Director
cc: Mr_ Gt+egory 3. Thc:pe, Ph.D., NCDt7T-PDEA
Mr. Jiahn Hennessy, Division of Wrier Quality, 'Wetlands1~101 Unit
Fiile: R~463
korth Carolina Ernsp>un Enhanceme•rtl'rograrn, (652 Plait krvict {corer, Q ~leigb, N{ 27699-Ib51 / 919-715-047b / w-vwnceep.net
8/8 ahEd •`W116b~L 90-6-~eW •`Zt3E;(306L6G6 •`HE1I3lbFi-1H17~1 ~ d~dd3l~ l3WYV(1FJ ~/i9 ~uaS

~.. ~~ ~ , 1J . L~ ~ iw , u~ vn ~r.r Jl`J rJ.5LI01dl T-695 P02 tl-?69
r~
9 3 y ~V V ~~~
riROCRAM
May 21, 2007
Mr. William Wescott
~• S• ~y Corps of Engineers
'Washington Regulatory >~ field Office
Post Office Bax 1000
'~ashington, North Carolina 27889-1OQQ
Dear Mr. Wescott:
Subjeot: EEP Mitigation Acceptance Letter:
R-4463, NC 43 Connector {Bosch Boulevard) from NC 55 to US I7 just
r~vest of Nevv Berri, Craven County; Neuse River Basin (Cataloging Unit
03020204); Northern Outer Coastal Plain (NICP) Eco-liegibn
The purpose of this letter is to notify you that the Ecosystem Enhancement Program
(>[rEP) will provide the compensatory non-riparian wetland mitigation for the unavoidable impact
associated with the above referenced project. As indicated in the NC17pT's mitigation request
dated May 15, 2007, file project will impact 4.42 acres ofnan-riparian wetlands.
This mitigatiatt stcceptxnce letter replaces the mitigation acceptance letter issued on
January 31, 2404, Gompensatoryoon-riparian wetland mitigation associated with this project
wilt be provided.in accordance with Section 7~ of the Amendment No. 2 to the Memorandum of
Agreement between the N. C, impartment of Environment and Natural Resources, the N. C,
Department of Transportation, and the IJ. S. Ar7rry Carps of Engineers fully executed on March 8,
2007 (Tri-Fatty MOq,), EEp commits to implement sufficienC compensatory non-riparian
wetland mitigation up to 8.84 non-riparian wetland credits to offset the impacts associated with
this project by the end of the MOA year in which this project 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 EEl'.
Tf you have any questions or need additional information, please contact Ms. Beth
~[arrnon at 919-715-1929.
Sincerely,
~~ ~~.
Willi b. Gilmore, P.E.
EEP Director
cc: Mr. Crregory J. Thorpe, Ph.D., NCDOT-pDEA
Mt. John Hennessy, pivision of Water Quality, Wetlands/401 T~nit
File: 8-4463 Revised
North ' o--f (,::,- z..~ ; ., is-~ ~' . ~ s ~, • t•, ;=~ ~~~
CaroEsna Ecosystem Enhancement Program,1851 Mail Service Center, Raleigh, NC 11b99-IbSJ / 919-715-0416 I www.nceep.net

~5-21-'87 15:27 FROM-DENS EEP 9197152081 T-695 P~3 Tl-3fi9
1r
4L_~ ~..
PROGRAM
May 2l, 2007
Mr. Gregory J. Thorpe, Ph.D.
Environmental Management 'Direcfor
project Development and Environmental Analysis Branch
North Carolina Department of Transportation
1 S48 Mail Service Center
Raleigh, North Carolina 27699-154$
1~ear Dr. Thorpe:
Subject: EEP Mitigation Acceptance )letter:
It-~14t;3, NC 43 Connector (Bosch .Boulevard} from NC SS to US 'l7 just
west of New Bern, Craven County
The purpose of this letter is to notify you that the lrcosystem Enhancement Program {8>~P)
will provide the nor:-riparian mitigation for the subject project. Based on the information supplied
by you on 1vlay 15, 200.7, the impacts are located in CU 03020204 of the Neusc River Basin in the
Southern Uuter Coastal plaits (SOCP) Eco-Region, and are as follows:
Non-riparian Wetland Impacts; 4,42 acres
This mitigation acceptance letter replaces the mitigation acceptance letter stated
January 31, 2006. This project is included in the N'CDOT's Design Build Program. EEI' commits
to implementing sufficient compensatory scream and riparian wetland mitigation to offset the
impacts associated with this project by the end of the MOA Year in which this project is permitted,
in accordance with Section 7C of the Amendment No. 2 to the Metnorandam of Agreement between
the North Carolina Department of 1~tl'vironment and 1Vatural Resources, the North Carolina
bepartmeni of Transportation, and the C_)'. S. Army Corps of.Engineers, fully executed on ]ldarch 8,
2007. If the abo'v¢ referenced impact amounts are revised, then this mitigation acceptance lerter
will no longer be valid and a ne~v mitigation acceptance letter will be required from E$P.
If you have any questions or need additional information, please contact Ms. $eth C~armon
at 919-715-1929.
5inc ly,
~..~t~ ~
Willie .Gilmore, P.E.
EEP.Director
cc: Mr. William Wescott, USAC>r-Washington
Mr. John Hennessy, Division of Water ~ualtty, Wettands/401 Unit
File: R-4463 Revised
north Carolina Ecosystem Enhancement Program,1b52 Mail Serrice (enter Ra1ei ~ Nf 21699-) ~~
gh, 55t / 919-115-D416 / www.nceep.net

• •
PROJECT: C201279 T.I.P. PROJECT R-4463B
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