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CONCURRENCE POINT 1 - PURPOSE AND NEED
US 13/NC 11 FROM THE NC 11-561 INTERSECTION TO THE US 13-158/
NC 45 INTERSECTION
HERTFORD COUNTY
TIP PROJECT R-5311
September 14, 2011
PURPOSE OF TODAY'S MEETING
The purpose of today's meeting is to discuss the purpose of and need for the proposed project.
Concurrence will be requested on purpose and need (Concurrence Point 1).
PROJECT DESCRIPTION
TIP Project R-5311 is included in the 2012-2018 North Carolina State Transportation
Improvement Program (STIP). The project involves improving the NC 11/US 13 corridor from
the NC 11-561 intersection to the US 13-158/NC 45 intersection in Hertford County. The
project location and proposed study area are shown on Figure 1.
The portions of NC 11, SR 1212 and US 13 to be improved under this project were a part of two
alternatives (Alternatives 12 and 19) studied for the proposed US 13 Ahoskie Bypass (TIP
Project R-2205). Project R-2205 is no longer funded in the STIP, due to public controversy over
the project. Project development studies for Project R-2205 have been discontinued.
The intersections of NC 11 with NC 561 and SR 1212 have experienced a number of serious
accidents over the years. Due to this accident history Hertford County and the Peanut Belt Rural
Planning Organization passed resolutions in 2010 asking that these intersections be addressed.
PROJECT STATUS AND SCHEDULE
Project development studies for this project began in February 2011. A scoping meeting was
held in August 2011. The environmental assessment for the project is scheduled to be completed
in August 2013. The finding of no significant impact for the project is scheduled to be
completed in August 2014.
Right of way acquisition is scheduled for federal fiscal year 2017, and construction is scheduled
for 2019 in the 2012-2019 STIP.
The cost estimate for the project included in the 2012-2018 TIP is $61,714,000. Of this total,
$4,425,000 is estimated for right of way acquisition, $289,000 is estimated for wetland/stream
mitigation and $57,000,000 is estimated for construction. The latest cost estimate for the project

R-5311, September 2011, Concurrence Point 1 Meeting
Page 2 of 5
is $86,714,000. Of this total, $4,425,000 is estimated for right of way acquisition, $289,000 is
estimated for wetland/stream mitigation and $82,000,000 is estimated for construction.
PROJECT PURPOSE
The purpose of this project is to improve the safety of the NC 11/US 13 corridor between the
NC 11-561 intersection and the US 13-158/NC 45 intersection in Hertford County.
NEED FOR PROJECT
SUMMARY
The proposed project is intended to address the following needs:
• Fatal accident rates at the NC 11 intersections with NC 561 and SR 1212 are over five
times higher than the statewide average and twice the critical rate.
• The portion of NC 11, SR 1212 and US 13 in the project area has a fatal accident rate
over twice as high as the statewide average and slightly above the critical rate.
• The portion of US 13 between SR 1212 and the northern NC 461 intersection has no
control of access and several driveways. Over 43 percent of the accidents occurring
within the project limits have occurred along this section of US 13. The accident rate for
this portion of US 13 is over both the statewide average and the critical rate.
DESCRIPTION OF EXISTING FACILITY
NC 11, SR 1212 (Shortcut Road) and US 13 are a continuous 2-lane road northwest of Ahoskie.
NC 11 from south of NC 561 to SR 1212 (Shortcut Road) has 400 feet of right of way and
limited control of access (at -grade intersections, no driveways). At the NC 11/SR 1212 .•
intersection, northbound NC 11 traffic must turn left to continue on NC 11, and the roadway
becomes SR 1212 north of the intersection. SR 1212 connects NC 11 with US 13. SR 1212 has
400 feet of right of way and limited control of access. US 13 from SR 1212 to just north of the
northern NC 461 intersection has 60 feet of right of way and no control of access. US 13 from
just north of the northern NC 461 intersection to US 158/NC 45 has 320 feet of right of way and
limited control of access. An adjacent project (TIP Project R-2507A), which has been let to
construction, will convert the US 13-158/NC 45 intersection into an interchange and widen
US 13-158 north of NC 45 to four lanes with a 46-foot median.
Figure 2 shows the 2008 and 2035 traffic volumes throughout the project area. The 2008 traffic
volumes ranged from 4,100 vehicles per day (vpd) just south of the NC 11-561 intersection to
7,700 vpd just south of the US 13-158/NC 45 intersection near Winton. By the year 2035, traffic
volumes within the project area are expected to range from 5,200 vpd to 12,000 vpd within the
study area.

R-5311, September 2011, Concurrence Point 1 Meeting
Page 3of5
The results of a traffic capacity analysis for NC 11, SR 1212, and US 13 in the project area
shows sections of the existing road are currently operating at level of service C. By the year
2035, sections of the existing road will be operating at level of service D.
NC 11 and US 13 are both part of Corridor 53 of the Strategic Highway Corridor System.
Corridor 53 is intended to connect Wilmington with Norfolk, Virginia. NC 11 and US 13 are
both designated as freeways in the Strategic Highway Corridor Plan.
In addition, US 13 is designated a part of the North Carolina Intrastate System.
SAFETY
Fatal accident rates at the NC 11 intersections with NC 561 and SR 1212 are over five times
higher than the statewide average and twice the critical rate.
NC 11 at NC 561
Accident studies were conducted for the NC 11-561 intersection for the time period between
July 1, 2007 and June 31, 201t The results of this study are presented on Table 1 below.
During this time, 10 crashes were reported at this intersection. One of these crashes was fatal.
Four crashes resulted in injuries. Sixty percent of the total crashes were angle accidents. As
Table 1 shows, the fatal crash rate for this intersection is over five times higher than the
statewide rate and over twice as high as the critical rate.
Table 1
Accident Rates Comparison at NC 11-561 Intersection
NC 11-561
Intersection
Statewide Average
Critical Rate
Total Crash Rate
72.64
167.65
193.90
Fatal Crash Rate
10.38
1.98
5.47
Injury Crash Rate
41.51
63.02
79.39
NC 11 at SR 1212-1213
Accident studies were conducted for the NC 11/SR 1212 intersection for the time period between
July 1, 2007 and June 31, 2010 The results of this study are presented on Table 2 on the next
page. Sixteen crashes were reported at this intersection. One of these crashes was fatal.
Thirteen crashes resulted in injuries. All of these crashes were angle accidents. As Table 2
shows, the total crash rate for this intersection is higher than the statewide average and the
critical rate. The fatal crash rate for this intersection is over six times higher than the statewide
rate and over twice as high as the critical rate.

. R-5311, September 2011, Concurrence Point 1 Meeting
Page 5 of 5
Table 4
Accident Rates Comparison on US 13 from SR 1212 to NC 461
US 13 (SR 1212 to
NC 461)
Statewide Average
Critical Rate
Total Crash Rate
230.72
151.02
188.94
Fatal Crash Rate
0.0
1.78
7.33
Injury Crash Rate
73.41
55.37
78.96
The portion of US 13 between SR 1212 and the northern NC 461 intersection has no control of
access and several driveways. Over 41 percent of the accidents occurring within the project
limits have occurred along this section of US 13. The accident rate for this portion of US 13 is
over both the statewide average and the critical rate.
OTHER HIGHWAY PROJECTS IN AREA
There are two other highway projects under construction in the project area. These projects are
shown in Figure 3 and are listed below:
• R-2507A, US 13-158 widening from US 158/NC 45 in Winton to US 158 in Tarheel.
This project will widen US 13-158 to a 4-lane facility with a 46-foot median and build
the proposed interchange at US 13-158/NC 45 intersection. This project was let as a
design -build project in July 2011.
• R-2583, US 158 from Murfreesboro Bypass to US 13/NC 45 west of Winton. This
project will widen US 158 to a 4-lane facility with a 46-foot median. This project was let
as a design -build project in March 2011.

NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION
PROJECT DEVELOPMENT AND
ENVIRONMENTAL ANALYSIS BRANCH
US 13/NC 11 FROM NC 11-561 INTERSECTION
TO US 13-158/NC 45 INTERSECTION
HERTFORD COUNTY
TIP PROJECT R-5311
0
MILES
1 2
3
STUDY AREA
FIGURE 1

5 13-158
%DIRECTIONAL
%DHV \ /
10 PM60 —BEAK HOUR
,13\ DIRECTION
%DUAL %TTST
NC 11
9PM
1ss
i) 12
5v
72
41
52
10
19
SR 1408
(HALL RD.)
20
26
9
0
6
8
9PM
(3,1)
36
US 158 52 11
18
9-
NC 461 (EA)
SR 1132 0
(PLEASANT PLAINS RD.) f?'
4' 1 BB
.... 13 115
87
3
4
US 13 92
NC 11 130
40
46
3
44
585R 1212
(SHORTCUT RD.)
39
45
5
7
52
78
124
9P=
(3.5)
9p
13
19
US 13
9
12
24
32
by r64
101 30
aF ti
34
°j
SR 1409
(HALL SIDING RD.)
SR 1408
(SALUDA HALL RD.)
45
59
NC 45
NC 461
5 1213 US13 TIP Project R-5311
(OLD HWY 11)
Average Daily Traffic "
12 9p R1130 in Hundreds
r3 MSS (MODLIN HATCHERY RD.) 2008 Traffic Volumes
9M
15 \it,
1`
9Q�43 62 NC 561
ti
NC11 Cr
2035 Traffic Volumes
(Negative numbers are less than 100)
FIGURE 2
NOT TO SCALE

e~,~
' NCDENR '
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue ~ Coleen H. Sullins
Governor Director
June I5, 201 I
MEMORANDUM
To: Kim Gillespie, P.E., NCDOT
From: David Wainwright, NC Division of Water Quality, Central Office
Dee Freeman
Secretary
Subject: Scoping comments on proposed improvements to US 13/NC 1 I from the NC I I/NC 561 intersection near
Ahoskie to the US 13/158/NC 45 intersection near Winton, in Hertford County, Federal Aid Project No.
NHF-0013(37), TIP R-531 13
Reference your correspondence dated June 6, 2011 in which you requested comments for the referenced project.
Preliminary analysis of the project reveals the potential for multiple impacts to streams and jurisdictional wetlands in
the project area. More specifically, impacts to:
Stream Name River Basin Stream
Classification(s) Stream Index
Number 303 (d) Listing
UT [o Mill Branch Chowan C:NSW 25-4-8-I I None
MiIlBmnch Chowan C:NSW 25-48-II None
UT to Horse Swam Chowan C:NSW 25-141-8-I None
Horse Swam Chowan C:NSW 25-141-8-I None
Further investigations at a higher resolution should he undertaken to verify the presence of other streams and/or
jurisdictional wetlands in [he area. [n the even[ that anyjurisdictional areas are identified, the Division of Water
Quality requests that NCDOT consider the following environmental issues for the proposed project:
Project Specific Comments:
1. There is insufficient information provided regarding the scope of work to be performed to allow [he NCDWQ
[o provide meaningful specific comments a[ this time.
2. All surface waters are class C: NSW waters ofthe State. NCDWQ is very concerned with sediment and
erosion impacts that could result from this project. NCDWQ recommends that highly protective sediment
and erosion control BMPs be implemented [o reduce [he risk of nutrient runoff to surface waters in the project
area. NCDWQ requests that road design plans provide treatment of [he storm water runoff through best
management practices as detailed in~the most recent version of NCDWQ's Stormwoter Best Management
Practices.
General Project Comments:
3. 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 l5A 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
Certification.
4. 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
Transportation Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
Location: 512 N. Salisbury Street, Raleigh, Nonh Carolina 27604
Phone: [phone] FAX: [phone]
Internet hflpalponal.ncdenr.orglweblwq
NorthCarolina
~aturalt!~
An Equal Opportunity 1 Affirmative Action Employer

• • • • • . ~ the storm water runoff through best manageme~nfpractices as detailed in the most recent version ofNCDWQ ~ , .. ,
Stormwater Bes7 Management Practices, such as grassed swales, buffer areas, preformed scour holes,
retention basins, etc.
5. After the selection of [he preferred alternative and prior to an issuance of [he 401 Water Quality Certification,
NCDOT is respectfully reminded that [hey will need to demonstrate [he avoidance and minimization of
impacts to wetlands (and streams) to the maximum extent practical. In accordance with the Environmental
Management Commission's Rules (I SA NCAC 2H.0506 [h]), mitigation will be required for impacts of
greater than I acre [o wetlands. In the event [ha[ 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.
6. In accordance with the Environmental Management Commission's Rules (ISA NCAC 2H.0506 [h]),
mitigation will be required for impacts of greater than l50 linear feet to any single 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.
7. NCDWQ is very concerned with sediment and erosion impacts [hat could result from this project. NCDOT
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.
8. [fan 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 Certification.
9. Whenever possible, NCDWQ 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 should allow for human and wildlife passage beneath
the structure. Fish passage and navigation by canoeists and boaters should not be blocked. Bridge supports
(bents) should not be placed in the stream when possible.
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 NCDWQ's Stormwater
Best ,~Ylanagemen! Practices.
I I. If concrete is used during construction, a dry work area should be maintained [o prevent direct contact
between curing concrete and stream water. Water that inadvertently contacts uncured concrete should not be
discharged to surface waters due [o the potential for elevated pH and possible aquatic life and fish kil Is.
12. [f temporary access roads or detours are conswcted, the site should be graded to its preconshvction 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 [he 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 [he area to re-vegetate naturally and minimizes soil disturbance.
l3. Placement of culverts and other structures in waters, streams, and wetlands should 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 culverts 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
should not be conducted in a manner [hat 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 NCDWQ. If this condition is
unable to be met due to bedrock or other limiting features encountered during construction, please contact
NCDWQ for guidance on how to proceed and to determine whether or not a permit modification 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, Floodplain benches, and/or sills may be'
required where appropriate. Widening the stream channel should be avoided. Stream channel widening at
[he inlet or outlet end of structures typically decreases water velocity causing sediment deposition that
requires increased maintenance and disrupts aquatic life passage.
I5. If foundation test borings are necessary; it should be noted in the document. Geotechnical work is approved
under General 401 Certification Number 3624/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 [o stream waters should be conducted in a dry work area unless otherwise approved
by NCD WQ. Approved BMP measures from the most current version of NCDOT Construction and
Maintenance Activities manual such as sandbags, rock berms, cofferdams and other diversion stmctures
should be used to prevent excavation in Flowing water.
I S. Sediment and erosion control measures should not be placed in wetlands and streams.
I9. Borrow/waste areas should avoid wetlands to the maximum extent practical. Impacts to wetlands in
borrow/waste areas could precipitate compensatory mitigation.
20. While [he use of National Wetland Inventory (N W I) 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, NCDWO prefers the replacement of the existing structure at the same location with road
closure. [f 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 strucmre will be on a
new alignment, the old structure should be removed and the approach fills removed from the 100-year
floodplain. Approach fills should be removed 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. NCDOT 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: Bill Biddlecome, US Army Corps of Engineers, Washington Field Office
Clarence Coleman, Federal Highway Administration
Chris Mili[scher, Environmental Protection Agency (electronic copy only)
Travis Wilson, NC Wildlife Resources Commission
Cathy Brittingham, Division of Coastal Management
Garcy Ward, NCDWQ Washington Regional Office
File Copy

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STATE OF NORTH CAROLINA
~~~~~
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OS,~oSyq~R J~J, O
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DEPARTMENT OF TRANSPORTATION
BEVERLY EAVES PERDUE
GOVERNOR
June 6, 2011
David Wainwright
DENR - DWQ
Surface Water Protection Section
1650 Mail Service Center
Raleigh, NC 27699-1650
Dear Mr. Wainwright:
EUGENE A. CONTI, JR.
SECRETARY
SUBJECT: US 13/NC 11, From the NC 11/NC 561 Intersection Near Ahoskie to south
to the US 13/158/NC 45 Intersection Near Winton, Hertford County,
NCDOT Division 1, Federal-Aid Project NHF-0013(37),
WBS Element 45449.1.1, TIP Project R-5311
The Project Development and Environmental Analysis Branch is starting the
project development, environmental and engineering studies for the subject project. The
project is included in the 2009-2015 North Carolina State Transportation Improvement
Program and is scheduled for right of way acquisition and construction in federal fiscal
years 2017 and 2019, respectively.
The proposed action involves improvements to approximately 10 miles of the
NC 11/LJS 13 corridor in the vicinity of Ahoskie, in Hertford County. The proposed study
area begins south of the NC 11/NC 561 intersection and extends to the US 158/NC 45
intersection. The project involves the widening of US 13/NC 11 and converting existing
intersections to interchanges. The attached figure shows the project's location and study
area.
We would appreciate any informatiogyou 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 July 1, 2011. If you would like to attend
the project scoping meeting, please notify the project planning engineer.
MAILING ADDRESS: TELEPHONE: 919-707£000 LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: [phone] CENTURY CENTER, BUILDING A
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1000 BIRCH RIDGE DRIVE
1548 MAIL SERVICE CENTER WEBSITE: WWYJ.NCDOT.ORG/DOWPRECONSTRUCT/PE/ RALEIGH NC 27610
RALEIGH NC 27699-1548

It is anticipated that a federally funded Environmental Assessment 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 Ms. Kim
Gillespie, P.E., NCDOT Project Planning Engineer at [phone]. Please include the
TIP Project Number in all correspondence and comments.
Sincerely,
~(~
~o,. egory J. Thorpe, Ph.D., Manager
Project Development and Environmental Analysis
Branch
GJT/klg
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