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MICI3AEL F. EASLEY
GovExtaoR
.a��fo-
�y� d M m� � �
` Mun � �
. f���p� , ��� ^x � .
ORTH CAROLINA � ���>,�I�s�
STATE OF N , qN � �%
_yn A
C/ � �
DEPART�NT OF TRANSPORTATI�r�s �ft . �
�y,��;: ao ���
`�a��.TIP�ETT '�
J�'fARY
January 30, 2007 � �g��'''�'�
MEMORANDUM
TO: - Secretary Lyndo Ti ett
FROM: Jamille A. Robbins �
Senior Public Heari g fficer
Human Environment Unit
RE: Notice of a Citizens Informational Workshop for Improvements on US 17
Business (Market Street) from Colonial Drive to SR 1402 (Porters Neck Road)
TIP Project No. U-4902B, New Hanover County
The following Notice is furnished for your information:
U-4902B NCDOT proposes to improve US 17 Business (Market Street) from Colonial
Drive to Porters Neck Road.
JAR/cdh
Attachxnent
cc: Mr. Lanny T. Wilson, Board of Transportation Member — Division 3
Mr. Louis W. Sewell, Jr., At-Large Member — Division 3
Mr. Steve Varnedoe, P.E.
Mr. J.B. Williamson, Jr.
Ms. Deborah M. Barbour, P.E.
Mr. C.W. Leggett, P.E.
Mr. Majed Al-Ghandour, P.E.
Mr. Bill Rosser
Mr. Greg Thorpe
Mr. Rob Hanson, P.E.
Ms. Teresa Hart, P. E.
Mr. Art McMillan, P.E. �
Mr. Jay Bennett, P.E.
Mr. J.Victor Barbour, P.E.
Mr. Kevin Lacy, P.E.
Ms. Sharon Lipscomb
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
HUMAN ENVIRONMENT UNIT
'I rJH3 MAIL SERVICE CENTER
Ra�eiGH NC 27699-1583
Te�eaHONe: 919-715-1500
FAX: [phone]
WEBSITE: WWW.NCDOT.ORG
LOCATION:
PARKER UNCOLN BLDG
Z72B CAPITAL BLVD
RALEIGH NC

Ms. Tammy Denning
Mr. Everett Ward
Mr. Mike Bruff, P.E. �
Mr. John Hennessy
Mr. Charles Brown, P.E., PLS
Mr. Hugh Thompson , Jr., Right of Way Agent — Division 3
FHWA

NOTICE OF A CITIZENS INFORMATIONAL WORKSHOP
FOR PROPOSED ACCESS MANAGEMENT IMPROVEMENTS ON
US 17 BUSINESS (MARKET STREET) FROM
COLONIAL DRIVE TO SR 1402 (PORTERS NECK ROAD)
T1P Project No. U-4902B
New Hanover County
The North Carolina Department of Transportation will hold a Citizens
Informational Workshop on February 13, 2007 in the Noble Middle School
cafeteria located at 6520 Market Street in Wilmington. The Workshop will be
held between the hours of 4:00 p.m. and 7:00 p.m.
This will be an open house meeting. Interested citizens may attend at
their convenience during the above hours. Department of Transportation
representatives will be present to answer questions and receive comments
concerning the project. Information presented at this workshop will be general in
nature, as detailed plans have not been prepared for the project.
The proposed project involves access management improvements on US
17 Business (Market Street) in Wilmington. The project will begin at Colonial
Drive and extend to SR 1402 (Porters Neck Road), a distance of about 8.6 miles
The proposed access management improvements will include converting the
existing center turn lane to a median. It is anticipated the project will require
minimal acquisition of right of way.
Anyone desiring additional information regarding the project may contact
Andy L. Hussey, Project Planning Engineer, at 1548 Mail Service Center,
Raleigh, NC 27699 or at [phone] ext. 256.
NCDOT will provide auxiliary aids and services under the Americans with
Disabilities Act for disabled persons who wish to participate in this workshop.
Anyone requiring special services should contact Mr. Hussey as early as
possible so that arrangements can be made.

rA i S`�' �
� �..
�Y�� �.
STATE OF NORTH CAROLINA
DEPARTIV�NT OF TR�NSPORTATION
MICHAEL F. EASLEY
GOVERNOR
December 18, 2p06
LYNDO TIPPETT
SECRETARY
MEMO TQ; Art McMillan, PE; Jay Bennett, I'E; Rob Hanson, PE; Phiiip Harris, III, PE;
David Chang, PE; H. Allen Pope, PE; BenJetta Johnson, PE; J. Robert Memory;
Carl Goode; Mohammed Mufla, PE, CPM; Ray Mclntyre, PE; Neal Strickland;
and Rager Worthington, PE
FROM: Scott D. Blevins, PE
State Engineering Coordinator
SUBJECT: State Project: 35008.1.1 (U-400� Onslow County
F. A. Praject: STPNHF-17 (31)
US 17 from the Jacksonviile Bypass {U-2107D) to Drummer Kellum Road
P_ast Hearin� Meetina
A post hearing meeting for the subject project will be held on Friday, February 9, 2007 at 10:00 am
in the Structure Design Conference Room `C'. This room is on the main hallway, to the right, after
entering door'A4'. Please plan to attend or have someone represent you at this meeting. If for
some reason you or your representative can not attend this meeting, please advise.
if you have any questions or need additional information, concerning this project, please contact
Mr. B. Doug Taylor, PE, Project Engineer at 919-250-4016, ext. 321.
SDB/TEM
CC:
K. Zak Hamicfi, PE (rdwy. des.)
Dewayne Sykes, PE (rdwy. des.)
Ron Allen, PE (rdwy. des.)
Marshali Clawson, PE {hydro.}
Brian Yamamoto, PE (pdea}
S. Wade Ki�by, PE, PG (pdea}
Ed Lewis (public involve.)
Jamille Robbins (public involve.)
Mary Pope Furr (historic arch.)
Gregory Sm ith, PE (noise & air)
Lanny Wilson (bot)
Louis Sewell, Jr. (bot, at-large)
Ron Lucas, PE (fhwa)
Ernie Seneca {comm. office)
Joe Blair, PE (div. 3 const. eng.)
Betsy Cax, PE {struct. des.)
Theo Beach, PE (struct. des.)
Don Moore, LG (geotech.)
Jay Stancil (lighting & elect.}
Travis Marshall, PE {trans. plan.)
David Wasserman, PE (trans. plan.)
Jennifer Frye (uscce)
Rhonda Parker (mpo)
Wally Hansen (mpo)
Tammya Fontenot (mpo}
J. Stuart Boume, PE (traffic contr.)
Richard Mullinax, PE (signals)
Len Nill, PE (arcadis)
MAltlNG ADDRE38: Te�aHONe: 918-250-4016 lOCA710N:
NC DEPARTMENT OFTknNSPORTAT�ON FAX: 919-250•4036 CENTUqY CENrER COMPLEX
ROADWAY DESIGN UNIT BUILDIN6 A
t 592 M�i4 SERViCE CEN7fq WESSlTE.' WWW.NCDOT.ORCx/DOH 100p BIACH RIDGE DRIVE
Ra�EiaH NC 27699-1582 R�ueu�n NC

. ' ��F W ATF9Q
> �O �
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> �
� �
Alan W. Klimek, P.E. Director
Division of Water Quality
October 27, 2006
MEMORANDUM
To: Dr. Gregory J. Thorpe, Project Development and Environmental Analysis Branch, NCDOT
Through: John Hennessy, Supervisor, Transportation Permitting Unit ��
From: David Wainwright, Transportation Permitting Unit, NC Division of Water Quality ��
Subject: Scoping comments on proposed improvements to US 17 (Market Street) between Colonial
Drive and SR 1402 (Porters Neck Road) in New Hanover County, Federal Aid Project No.
NHS-17(52), TIP U-4902B, State Clearinghouse No. 07-0124.
Reference your correspondence dated September 27, 2006 in which you requested comments for the
referenced project. Preliminary analysis of the project reveals the potential for multiple impacts to
perennial streams and jurisdictional wetlands in the project area. More specifically, impacts to:
Stream Name
UT to Spring Branch
UT to Spring Branch
River Basin
Fear
Fear
Stream
Sw
Sw
Stream Index
Number
18-74-63-1
18-74-63-1
Further investigations at a higher resolution should be undertaken to verify the presence of other streams
and/or jurisdictional wetlands in the area. In the event that any jurisdictional areas are identified, the
Division of Water Quality requests that NCDOT consider the following environmental issues for the
proposed project:
General Project Comments:
1. The environmental document should provide a detailed and itemized presentation of the proposed
impacts to wetlands and streams with corresponding mapping. If mitigation is necessary as
required by 15A NCAC 2H.0506(h), it is preferable to present a conceptual (if not finalized)
mitigation plan with the environmental documentation. Appropriate mitigation plans will be
required prior to issuance of a 401 Water Quality Certiiication.
2. Environmental assessment alternatives should consider design criteria that reduce the impacts to
streams and wetlands from storm water runoff. These alternatives should include road designs
that allow for treatment of the storm water runoff through best management practices as detailed
� in the most recent version of NC DWQ Stormwater Best Management Practices, such as grassed
swales, buffer areas, preformed scour holes, retention basins, etc.
N�o �e Caroli�
Transportation Permitting Unit � "'tura��
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Sufte 250, Raleigh, North Carolina 27604
Phone: [phone]/ FAX [phone] Intemet: http�//h2o enr.state.nc.us/ncwetlands
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
An Equal Opportunity/Affirmative Action Employer — 50% Recycled110% Post Consumer Paper

After the selection of the preferred alternative and prior to an issuance of the 401 Water Quality
Certification, the NCDOT is respectfully reminded that they will need to demonstrate the
avoidance and minimization of impacts to wetlands (and streams) to the maximum extent
practical. In accordance with the Environmental Management Commission's Rules { 15A NCAC
2H.0506(h)}, mitigation will be required for impacts of greater than 1 acre to wetlands. In the
event that mitigation is required, the mitigation plan should be designed to replace appropriate
lost functions and values. The NC Ecosystem Enhancement Program may be available for use as
wetland mitigation.
4. In accordance with the Environmental Management Commission's Rules { 15A NCAC
2H.0506(h)}, mitigation will be required for impacts of greater than 150 linear feet to any single
perennial stream. In the event that mitigation is required, the mitigation plan should be designed
to replace appropriate lost functions and values. The NC Ecosystem Enhancement Program may
be available for use as stream mitigation.
5. DWQ is very concerned with sediment and erosion impacts that could result from this project.
NC DOT should address these concerns by describing the potential impacts that may occur to the
aquatic environments and any mitigating factors that would reduce the impacts.
6. If a bridge is being replaced with a hydraulic conveyance other than another bridge, DWQ
believes the use of a Nationwide Permit may be required. Please contact the US Army Corp of
Engineers to determine the required permit(s).
7. If the old bridge is removed, no discharge of bridge material into surface waters is allowed unless
otherwise authorized by the US ACOE. Strict adherence to the Corps of Engineers guidelines for
bridge demolition will be a condition of the 401 Water Quality Certiiication.
8. Bridge supports (bents) should not be placed in the stream when possible.
9. Whenever possible, the DWQ prefers spanning structures. Spanning structures usually do not
require work within the stream or grubbing of the streambanks and do not require stream channel
realignment. The horizontal and vertical clearances provided by bridges allow for human and
wildlife passage beneath the structure, do not block fish passage and do not block navigation by
canoeists and boaters. "
10. Bridge deck drains should not discharge directly into the stream. Stormwater should be directed
across the bridge and pre-treated through site-appropriate means (grassed swales, pre-formed
scour holes, vegetated buffers, etc.) before entering the stream. Please refer to the most current
version of NC DWQ Stormwater Best Management Practices.
11. If concrete is used` during construction, a dry work area should be maintained to prevent direct
contact between curing concrete and stream water. Water that inadvertently conta.cts uncured
concrete should not be discharged to surface waters due to the potential for elevated pH and
possible aquatic life and fish kills.
12. If temporary access roads or detours are constructed, the site shall be graded to its preconstruction
contours and elevations. Disturbed areas should be seeded or mulched to stabilize the soil and

appropriate native woody species should be planted. When using temporary structures the area
should be cleared but not grubbed. Clearing the area with chain saws, mowers, bush-hogs, or
other mechanized equipment and leaving the stumps and root mat intact allows the area to re-
vegetate naturally and minimizes soil disturbance.
13. Placement of culverts and other structures in waters, streams, and wetlands shall be below the
elevation of the streambed by one foot for all culverts with a diameter greater than 48 inches, and
20 percent of the culvert diameter for culve,rts having a diameter less than 48 inches, to allow low
flow passage of water and aquatic life. Design and placement of culverts and other structures
including temporary erosion control measures shall not be conducted in a manner that may result
in dis-equilibrium of wetlands or streambeds or banks, adjacent to or upstream and down stream
of the above structures. The applicant is required to provide evidence that the equilibrium is being
maintained if requested in writing by DWQ. If this condition is unable to be met due to bedrock
or other limiting features encountered during construction, please contact the NC DWQ for
guidance on how to proceed and to determine whether or not a permit modiiication will be
required.
14. If multiple pipes or barrels are required, they should be designed to mimic natural stream cross
section as closely as possible including pipes or barrels at flood plain elevation and/or sills where
appropriate. Widening the stream channel should be avoided. Stream channel widening at the
inlet or outlet end of structures typically decreases water velocity causing sediment deposition
that requires increased maintenance and disrupts aquatic life passage.
15. If foundation test borings are necessary; it should be noted in the document. Geotechnical work
is approved under Genera1401 Certifcation Number 3494/Nationwide Permit No. 6 for Survey
Activities.
16. Sediment and erosion control measures sufficient to protect water resources must be implemented
and maintained in accordance with the most recent version of North Carolina Sediment and
Erosion Control Planning and Design Manual and the most recent version of NCS000250.
17. All work in or adjacent to stream waters should be conducted in a dry work area unless otherwise
approved by NC DWQ. Approved BMP measures from the most current version of NCDOT
Construction and Maintenance Activities manual such as sandbags, rock berms, cofferdams and
other diversion structures should be used to prevent excavation in flowing water.
� 18. Sediment and erosion control measures should not be placed in wetlands and streams.
19. Borrow/waste areas should avoid wetlands to the maximum extent practical. Impacts to wetlands
in borrow/waste areas could precipitate compensatory mitigation.
20. While the use of National Wetland Inventory (NWI) maps, NC Coastal Region Evaluation of
Wetland Significance (NC-CREWS) maps and soil survey maps are useful tools, their inherent
inaccuracies require that qualified personnel perform onsite wetland delineations prior to permit
approval.
21. Heavy equipment should be operated from the bank rather than in stream channels in order to
minimize sedimentation and reduce the likelihood of introducing other pollutants into streams.

This equipment should be inspected daily and maintained to prevent contamination of surface
waters from leaking fuels, lubricants, hydraulic fluids, or other toxic materials.
22. In most cases, the DWQ prefers the replacement of the existing structure at the same location
with road closure. If road closure is not feasible, a temporary detour should be designed and
located to avoid wetland impacts, minimize the need for clearing and to avoid destabilizing
stream banks. If the structure will be on a new alignment, the old structure should be removed
and the approach iills removed from the 100. -year floodplain. Approach fills should be removed
and restored to the natural ground elevation. The area should be stabilized with grass and planted
with native tree species. Tall fescue should not be used in riparian areas.
23. Riprap should not be placed in the active thalweg channel or placed in the streambed in a manner
that precludes aquatic life passage. Bioengineering boulders or structures should be properly
designed, sized and installed.
Thank you for requesting our input at this time. The DOT is reminded that issuance of a 401 Water
Quality Certification requires that appropriate measures be instituted to ensure that water quality
standards are met and designated uses are not degraded or lost. If you have any questions or require
additional information, please contact David Wainwright at [phone].
cc: Jennifer Frye, US Army Corps of Engineers, Wilmington Field Off'ice
Clarence Coleman, Federal Highway Administration
Mason Herndon, Division 3 Environmental Officer
Chris Militscher, Environmental Protection Agency
Travis Wilson, NC Wildlife Resources Commission
Gary Jordon, US Fish and Wildlife Service
Steve Sollod, Division of Coastal Management
Ken Averitte, DWQ Fayetteville Regional Office
File Copy

Department of Environment and Natural Resources
Office of Legislative and Intergovernmental Affairs
Project Review Form
Project Number � County
�_
�w
Date Received
� I �° !7
This project is being reviewed as indicated below:
Date Response Due (firm deadiine)
e l lc l��
Regional Office Regional Office Area In-House Review
Asheville V Air _ Soil & Water �Iarine Fisheries
Fayetteville �Water ✓ Coastal Management
_ Mooresville ,�Groundwater �W�d�
Raleigh t/ Land Quality Engineer _ Forest Resources
Wa hington y_ Water Resources �nvironmental Health
Wilmington �arks & Recreation _ Solid Waste Mgmt
Winston-Salem � Water Quality Radiation Protection
— �i �1+�.v� �wNL�t�
Air Quality Other
Manager Sign-Off/Region: Date: In-House Reviewer/Agency:
Response (check all applicable)
_ No objection to project as proposed
_ No comrnent
_ Insufficient information to complete review
_ Other (specify or attach comments)
b�
� /�
O ��</
� CT 1 �
�9N� FN� � �
SqtiQ �'�r `a�0 �
sT �R�v 6,
��,q��,�-
RETURN TO:
Melba McGee
Environmental Coordinator
Office of Legislative & Intergovernmental Affairs

lj�
VIICHAEL F. EASLEY
GOVERNOR
September 27, 2006
MEMORANDUM TO:
FROM:
d�a 5!A"I� o-�
� �
� � �� .�., n
�@w..,.ma''
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATI
�2' �t � 6
, �
O� � �oo�
��
A��S �
��
�
LYNDO TIPPETT
SECRETARY
Ms. Chrys Baggett; Director
State Clearinghouse
Department of Administration
. Gregory J. Tho e, Ph.D., Mana er ����
���' � , g
Project Development and En�-ironmenta alysis Branch
SUBJECT: Start of Study for Access Manaaement Improvements on US 17 Business
(Market Street) between Colonial Drive and SR 1409 (Porters Neck
Road) in Wilmington, New Hanover County, Federal-Aid Project NHS-
17(52), WBS 40238.1.1, TIP Project U-4902B
This is to inform you that the Project Development and Environmental Analysis Branch is
starting the project development, environmental and engineerintr studies for the proposed access
management improvements on US 17 Business (Market Street) between Colonial Drive and SR 1409
(Porters Neck Road), in Wilmington, New Hanover County. The project is included in the 2007-2013
Draft North Carolina Transportation Improvement Program and is scheduled for right of way in fiscal
year 2009 and construction in fiscal year 2010.
Attached for your review and comments are the scopina information sheets for the proposed project.
We would appreciate any information you might have that would be helpful in evaluating potential
environmental impacts of the project. If applicable, please identify any permits or approvals that may be
required by your agency. A scoping meeting will be scheduled with NCDOT staff to discuss the proposed
project in more detail. In order to include your comments in our materials for this meeting, we would
appreciate your response by November 17, 2006. If you wouid like to attend the scoping meeting, please
notify the project engineer.
It is anticipated that a federally funded Categorical Exclusion will be prepared for this project.
This document will be prepared in accordance with the National Environmental Policy Act.
If you have any questions concerning the project, please contact Andy L. Hussey, Project
Planning Engineer, of this Branch at [phone], Ext. 256. Please include the TIP Project Number in
all correspondence and comments.
GJT/plr
Attachment
MAlL1NG ADDRESS:
NC f�ARTMENT Of TR4NSPORTATION
PRC.E:' DEVELOPMENT AND ENVIRONMENTAL ANALYSIS
15�' !/,kIL SERVICE CENTER
RA�e�=� NC 27699-1548
TELEPHONE: [phone]
FAX: [phone]
WEBSITE: WWW.NCDOT.ORG
LOCATION:
TRF,NSPORTATION BUILDING
1 SOUTH WILMINGTON STREET
RALEIGH NC

PDE�4 Scoping Procedur8s
Rev 4/10/06
Project Development and Environmental Analysis Branch
Scoping Information Sheet
TIP No.: � U-4902B �
WBS No.: 40238.1.1 �
Federal Aid No: NHS-17(52)
Division: r 03
Sent Date: 09/02/0�
Revision Date: r— �
Meeting Date: r TBD �
Coun : NEW HANOVER
Project Description:
Access management improvements on US 17 Business (Market Street) be#ween Colonial
Drive and SR 1409 (Porters Neck Road) in Wilmington New Hanover County
US 17 Business (Market Street) is a five lane facility with numerous driveways and a high
traffic volume. The proposed project is intended to improve the safety and capacity of US
17 Business (Marke# Street).
Metropolitan / Rural Planninq Oraanization
Area:
NEPA/404 Merqer Candidate?: ❑ Yes
Feasibility Study Completed?: [] Yes
Wilmington MPO
� No ❑ Not sure
� No �--� Date
Tvpe of Environmental Documents to be Prepared / Proiect Schedule:
Dates: T e o# Document:
Environmental Document: Janua_ ry 2008 CE
Right of Way:
Let:
Air Quali� Status: ❑ Non-attainment ❑ Maintenance � Attainment
PAGE 1 OF 2

r, PDEA Scoping Procedures
Design Criteria:
Lenpth of Project Limits: 8.60 miles
TYpe of Access Control:
(Existing / Proposed)
Structure InventoN:
Functional
Classification:
Rev 4/10/06
None/None '
N/A
Urban Principal Arterial
Strateqic Hiahwav Corridor
Information:
CTPlThorouc1hfare Plan
Desiqnation (FacilitYType):
Roadwav Tvpical
Section:
(Existing / Proposed)
Typical Section in Compliance with Conformitv Determination:
� Yes ❑ No
Right of Way;
(Existing / Proposed)
Existinq Posted
S eed:
Five lanes with a center turn lane/Four lanes with a
median
100'
45 m h Proposed Desiqn
p S�eed:
45 mph
Traffic �AADT): % TTST:
Current Year: (2003) 27,000-49,000 % Dual:
Design Year: (2030) *Traffic projections will % DHV:
- be re uired.
Desiqn Standards Applicable: � AASHTO � 3R
Railroad Involvement:
N/A
Cost Estimate:
TIP Estimate:
Current Estimate:
Construction
: •�� ���
10,000,000
Right of Way:
500,000
500,000
TIP Estimate'
Total Cost:
9,4_
10,500,000
PAGE20F2

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NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION
� PROJECT DEVELOPMENT AND
ENVIRONMENTAL ANALYSIS BRANCH
WILMINGTON
US 17 BUSINESS (MARKET • ST.)
FROM COLONIAL AVE. TO SR 1402
NEW HANOVER COUNTY
TIP PROJECT U-49028
FiGURE I