20120296 Ver 1_Application_20120522

STATE OF NORTH CAROLINA
J10=@F=0WT=p
MAR 2 8 2012
DEPARTMENT OF Tl2ANSPORTATION,�=
BEVERLY EAVES PERDUE
GOVERNOR
Mr Bill Biddlecome
U S Army Corps of Engineers
Regulatory Field Office
Post Office Box 1000
Washington NC 27889 1000
EUGENE A CONTI JR
- SECRETARY
March 23 2012 12 9 3-b
Mr Stephen Lane
Division of Coastal Management
N C Dept of Environment & Natural Resources
400 Commerce Avenue
Morehead City NC 28557
Subject Application for Clean Water Act (CWA) Section 404 Individual Permit, CWA
Section 10 Permit, CAMA Major Development Permit, and CWA Section 401
Individual Water Quality Certification for the proposed widening of US 131US 158
from US 158/NC 45 near Winton to the US 158 Bypass in Tarheel, Hertford and
Gates Counties TIP No R 2507A Debit $570 00 from WBS No 35488 3 1
Dear Sirs
The North Carolina Department of Transportation (NCDOT) proposes to widen US 13/US 158 in
Hertford and Gates Counties between Winton and Tarheel The proposed improvements will
widen approximately 7 7 miles of US 13/US 158 to a four lane divided facility with directional
crossovers and median U turn bulb outs
The purpose of this correspondence is to request approval for a Section 404 Individual Permit
Section 10 Permit (Rivers and Harbors Act) Section 401 Water Quality Certification and
CAMA Mayor Development Permit In addition to the cover letter and ENG Form 4345 this
application package includes the following attachments CAMA Mayor Permit (Forms DCM
MP 1 and MP 5) permit drawings meeting minutes from Concurrence Points 4A, 4B, 4C, and
January 26 2012 field review, Stormwater Management Plan and the North Carolina Ecosystem
Enhancement Program (EEP) acceptance letter
10 Purpose and Need
The purpose and need for this project is to reduce traffic congestion and improve travel time and
safety along US 13/US 158 within the project area Existing US 131US 158 is a two lane
roadway within the project area By increasing the number of lanes on US 13/US 158, the
proposed project will have a positive impact on vehicular safety for large trucks and local traffic
The proposed dual lanes in each direction will allow faster traffic to pass slower moving vehicles
without using the opposing traffic lane A crash study of the project area conducted between
October 1 2002 and September 30 2005 reported 134 crashes
MAILING ADDRESS
NC DEPARTMENT OF TRANSPORTATION
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS
1548 MAIL SERVICE CENTER
RALEIGH NC 27699 1548
TELEPHONE [phone] LOCATION
FAX [phone] CENTURY CENTER BUILDING B
1020 BIRCH RIDGE DRIVE
WEBSITE WWW NCDOT ORG/DOH/PRECONSTRUCT /PE/ RALEIGH NC 27610

20 Protect Description
The prpposed 7 7 mile project involves widening a section of US 13/US 158 between US 158/
NC 45 near Winton in Hertford County and US 158 in Tarheel in Gates County from two to four
lanes
Approximately 200 ft of right of -way will be required The mayor exception is through the
NCWRC Game Lands in the floodplam east of the Chowan River where existing right of way
was acquired when the existing roadway was constructed and will be used to construct this
project Partial control of access (one access per parcel with no other access) will be
implemented All intersecting roadways will cross US 13/US 158 at grade, except for the
interchange at the US 13 and US 158/NC 45 north of Winton A new bridge will be provided on
the east side of the existing bridge over the Chowan River and a new east bound bridge over
Buckhorn Creek
30 NEPA Document Status
The NCDOT submitted the State Environmental Assessment for R 2507A in January 2010 in
compliance with the SEPA guidelines The EA was approved and circulated to federal state, and
local agencies It was approved by NCDOT on January 22 2010 A Finding of No Significant
Impact (FONSI) was approved by NCDOT on April 27, 2011 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 The meetings for
Concurrence Points 1, 2, and 2A were held on July 19 2007 February 2, 2008, and March 18
2009 respectively The meetings for Concurrence Points 3 and 4A were originally held on
October 19, 2011 Due to the presence of a gas line that was not indicated on previous planning
documents Concurrence Points 3 and 4A were revisited by the agencies on September 14 2011
This meeting resulted in the determination that east side widening for Section 1 (the beginning of
the project to Powell Lane) would be less environmentally damaging than the originally agreed
upon west side widening The meetings for Concurrence Points 4B and 4C were held November
16 2011 and January 18 2012 respectively A field meeting was held on site with
representatives of the agencies on January 26 2012 Meeting minutes for Concurrence Point
meetings and Field Review are attached
40 Independent Utility
R 2507A is in compliance with 23 CFR Part 771 111(f) which lists the FHWA characteristics of
the independent utility of a project The project meets the criteria for independent utility as
detailed 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
2

50 Project Schedule
Construction of this project is projected to commence on July 2 2012 contingent on issuance of
permits The attached permit drawings detail proposed impacts based upon final design
Completion of the roadway is projected to be in December 2014
60 Summary of Impacts to Waters of the U S
A summary of jurisdictional impacts are presented in Table 1 There are no impacts to open
water ponds The impacts are detailed in Attachment A
Table 1 Summary of Jurisdictional Impacts
This project has been designed to avoid and minimize impacts to jurisdictional areas while
meeting the purpose and need of the project in accordance with the National Environmental
Policy Act (NEPA) and the NEPA/404 Merger Process Construction in jurisdictional areas will
be in strict compliance with all permits and Best Management Practices (BMPs) to minimize
impacts Specific strategies are detailed in Section 13 1
70 Resource Status
The project area is located within the Upper Chowan River Basin (sub basin 03 01 01,
HUC03010203), in the Middle Atlantic Coastal Plain ecoregion of North Carolina No water
resources classified as High Quality Waters (HQW) Water Supplies (WS I or WS II) or
Outstanding Resource Waters (ORW) are located within one mile of the project study area
71 Delineations
NCDOT biologists conducted wetland and stream delineations for R -2507A between February
and August 2007 Jurisdictional wetland determinations were performed utilizing delineation
criteria prescribed in the Corps of Engineers Wetlands Delineation Manual' ( USACE 1987) and
rated using the Guidance for Rating the Values of Wetlands in North Carolina (NCDEHNR
DEM 1995 fourth version) Jurisdictional areas were also characterized according to the
classification scheme established by Cowardm et al (1979) Jurisdictional surface water
determinations were performed using guidance provided by the NC Division of Water Quality s
(DWQ) Stream Identification Form (NCDENR DWQ 2005 version 3 1) Copies of the data
forms and characterization of the stream and wetland sites are included in the August 2007
NRTR Mr Bill Biddlecome of the USACE Washington Regulatory Field Office verified the
delineations on February 20 2008
The final roadway design extends beyond NCDOT's previously surveyed right -of -way These
additional areas were investigated by The Catena Group on November 22, 2011 for jurisdictional
3
Wetland Impacts
Surface Water Impacts
Existing
Existing
Permanent
Temporary
Excavation
Mechanized
Channel
Channel
Fill in
Fill in
in
Clearing in
Permanent
Temporary
Impacts
Impacts
Wetlands
Wetlands
Wetlands
Wetlands
SW Impacts
SW Impacts
Permanent
Temporary
ac
(ac)
ac
ac
ac
ac
1
1
Totals
1798
004
011
2 13
002
002
175
103
a Summary reflective of actual impacted area
This project has been designed to avoid and minimize impacts to jurisdictional areas while
meeting the purpose and need of the project in accordance with the National Environmental
Policy Act (NEPA) and the NEPA/404 Merger Process Construction in jurisdictional areas will
be in strict compliance with all permits and Best Management Practices (BMPs) to minimize
impacts Specific strategies are detailed in Section 13 1
70 Resource Status
The project area is located within the Upper Chowan River Basin (sub basin 03 01 01,
HUC03010203), in the Middle Atlantic Coastal Plain ecoregion of North Carolina No water
resources classified as High Quality Waters (HQW) Water Supplies (WS I or WS II) or
Outstanding Resource Waters (ORW) are located within one mile of the project study area
71 Delineations
NCDOT biologists conducted wetland and stream delineations for R -2507A between February
and August 2007 Jurisdictional wetland determinations were performed utilizing delineation
criteria prescribed in the Corps of Engineers Wetlands Delineation Manual' ( USACE 1987) and
rated using the Guidance for Rating the Values of Wetlands in North Carolina (NCDEHNR
DEM 1995 fourth version) Jurisdictional areas were also characterized according to the
classification scheme established by Cowardm et al (1979) Jurisdictional surface water
determinations were performed using guidance provided by the NC Division of Water Quality s
(DWQ) Stream Identification Form (NCDENR DWQ 2005 version 3 1) Copies of the data
forms and characterization of the stream and wetland sites are included in the August 2007
NRTR Mr Bill Biddlecome of the USACE Washington Regulatory Field Office verified the
delineations on February 20 2008
The final roadway design extends beyond NCDOT's previously surveyed right -of -way These
additional areas were investigated by The Catena Group on November 22, 2011 for jurisdictional
3

features and federally threatened and endangered (T &E) species No additional jurisdictional
features were found nor T &E species or suitable species habitat
72 R -2507A Characterization of Jurisdictional Sites
This section contains information concerning water resources that will potentially be impacted by
the proposed project Water resource assessments include the physical characteristics of the
resource (determined by field survey) best usage classifications and water quality aspects of the
water resources Probable impacts to surface waters are also discussed as well as means to
minimize impacts
7 21 Streams
In addition to the Chowan River three jurisdictional streams occur in the project area, Buckhorn Creek and
two unnamed tributaries (
Table 2) Proposed permanent impacts to jurisdictional streams total 175 linear feet Temporary
impacts to streams (103 linear feet) will occur from rip rap placement due to construction,
erosion control, and staging for stream channel stabilization and 0 01 acre of temporary impacts
from the temporary crossing of Buckhorn Creek
Table 2 Streams Within the Project Area and Proposed Impacts
The Chowan River is approximately 800 feet wide and tidally influenced at the US 13/US 158
crossing Within the project area the NC Natural Heritage Program considers the Chowan River
to be an aquatic sigmficant natural heritage area mainly for its freshwater mussel and
anadromous fish diversity The proposed Chowan River Bridge was designed to eliminate any
direct discharge into the river or wetland The North Carolina Department of Environment and
Natural Resources — Division of Water Quality (NCDENR -DWQ) has listed the Chowan River
on its Final 2010 303(d) list as a Category 5 impaired water due to excessive levels of
cadmium
At Buckhorn Creek a temporary crossing will be installed between the existing bridge and the
new bridge to allow construction access to the median Such access eliminates much of the need
for hauling trucks to drive on existing US 13/US 158 from Buckhorn Creek to the east side of the
Chowan River, where the majority of the cut/fill is required for this project, resulting in
significantly safer conditions for the public and construction crews
The crossing is proposed as 22 pipes covered by clean class II rip rap (permit drawing 53 of 78)
These pipes have been sized to not only convey the typical flow from Buckhorn Creek, but also
M
Temp
Existing
Permit
Intermittent/Perennial
DW m
Permanent SW
SW
Channel
Channel
Stream
Site
Status
Stream
Impacts (ac)
Impacts
Impacts
Impacts
Classification
(ac)
Perm (ft)
Temp
ft
S 1
2
Perennial/Impacted
C NSW
<0 01
<0 01
12
22
Chowan River
4
Perennial
B NSW
<0 01
Buckhorn Creek
23
Perennial
C NSW
001
46
S 2
34
Perennial
C NSW
002
<0 01
163
35
Totals
4 �--
111 ~ 2 c
1'1� UM
0 02
002 b
175
103
a 7 bents for Chowan River bridge will result in <0 01 acre of fill in surface waters
b Summary reflective of actual impacted area
The Chowan River is approximately 800 feet wide and tidally influenced at the US 13/US 158
crossing Within the project area the NC Natural Heritage Program considers the Chowan River
to be an aquatic sigmficant natural heritage area mainly for its freshwater mussel and
anadromous fish diversity The proposed Chowan River Bridge was designed to eliminate any
direct discharge into the river or wetland The North Carolina Department of Environment and
Natural Resources — Division of Water Quality (NCDENR -DWQ) has listed the Chowan River
on its Final 2010 303(d) list as a Category 5 impaired water due to excessive levels of
cadmium
At Buckhorn Creek a temporary crossing will be installed between the existing bridge and the
new bridge to allow construction access to the median Such access eliminates much of the need
for hauling trucks to drive on existing US 13/US 158 from Buckhorn Creek to the east side of the
Chowan River, where the majority of the cut/fill is required for this project, resulting in
significantly safer conditions for the public and construction crews
The crossing is proposed as 22 pipes covered by clean class II rip rap (permit drawing 53 of 78)
These pipes have been sized to not only convey the typical flow from Buckhorn Creek, but also
M

r
to allow the floodwaters from the Chowan River to back through the crossing The crossing will
be in place for approximately ten months from September 2012 through June 2013
7 2 2 Wetlands
Proposed impacts to jurisdictional wetlands total 20 22 acres of permanent impacts There will
be 0 04 acre of temporary impacts due to a temporary crossing of Buckhorn Creek According to
the NRTR the wetlands impacted by the proposed project are both riparian and non riparian
Hydrology for non riparian wetlands is provided by rainfall surface water runoff and
groundwater discharge Table 3 describes the 34 wetland sites impacted by the project and utility
relocations For impact areas less than 0 01 acre, totals were rounded and may not be the exact
sum of each individual site However the Totals row fully accounts for all impact areas
Table 3 Wetland Impact Sites
Permit Site
NRTR
Reference ID
R�panan/Non- Riparian
Perm Fill
ac
Temp
Fill ac
Excavation
ac
Mechanized
Clearing ac
1 1 UTIL
WNEla
oNon Riparian
056
018
3
WSElb
Riparian
<0 01
<0 01
5
WSE1
Riparian
201
030
6
WSE1
Riparian
208
024
7
WNE1
Riparian
I
<0 01
8
WSElc
/Non Riparian
002
002
9
WSEld
/Non Riparian
016
002
10
WSE2
Riparian
1 16
007
11
WNE2
Riparian
025
009
12
WNE2
Riparian
3 11
019
13
WNE2
Riparian
024
1
0 13
14
WNE2
Riparian
002
001
15
WSE3a
/Non Riparian
002
16
WNE3a
/Non Riparian
Oil
005
17
WSE3c
Non Riparian
069
004
18
WSE3d
/Non Riparian
0 13
001
19
WSE3e
/Non Riparian
1 18
008
20
WNE3b
on Riparian
009
1
004
21
WSE3f
/Non Riparian
046
003
22
WNEM
/Non Riparian
004
001
23
WB
Riparian
069
004
0 11
24
WBb
/Non Riparian
Oil
25
WNE4
Riparian
041
0 03
26
WSE4
Riparian
006
1
002
27
WNE5
Riparian
1 00
Oil
008
28
WSE5a
''Non Riparian
001
002
29 29 UTIL
WSE6
'Non Riparian
009
005
30 30 UTIL
WNE6
Riparian
1 89
0 16
31 31 UTIL
WSE6
/Non Riparian
005
003
32
WSE6b
/Non Riparian
108
006
33
WNE6
Riparian
<0 01 1
<0 01
34
WSE7
'Non Riparian
019
002
35
WNE8
Riparian
004
003
36
WNElb
'Non Riparian
002
11 Utility
Staging Areas
Locations
Vary
N/A
Totals
1798 d
004
011
213
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80 Utility Impacts
The utility companies are in the process of developing final relocation plans and have been
consulted regarding the proposed alignments for their relocations
Century Link Time Warner Cable and a water line will be relocated along the east side of the
project using directional bore and will have no impacts to jurisdictional features
Piedmont Natural Gas has a 12 transmission gas main along the west side of US 13 that will
require relocating in certain areas resulting in 0 06 acre of hand clearing in wetlands to create a
staging area (Site No 1 UTIL)
AT &T will be relocating the long distance phone line conduit via directional bore along the east
side of the roadway keeping as close to the construction footprint as possible Given the
estimated length of each bore and the location of the wetlands it is estimated that no more than
eleven staging areas will be required within wetlands to tie the new utility line in with the
existing line Since the exact length of each bore is expected to slightly vary due to various
blockages (trees roots etc ) and issues (boring geometry etc ) that will inevitably be
encountered, the exact location of each staging area is unknown
Each staging area will be hand cleared to a maximum of 5 000 square feet overlapping other
permitted takes as much as possible Approximate work time in each staging area is three weeks
One 3 by 4 vault will remain in each staging area for future utility maintenance while the
remaining hand cleared area will be allowed to naturally revegetate The area anticipated to be
hand cleared totals 126 acres The total permanent impact acreage due to the vaults is <0 01
acre A typical staging area is shown on Permit Drawing Sheet 21 of 78 and a profile of the
conduit relocation under the Chowan River and adjacent wetlands is shown on Permit Drawing
Sheet 22 of 78 Upon completion, a set of as built plans showing the location of the staging
areas will be forwarded to the agencies
Roanoke EMC will need to relocate overhead power lines along the project alignment Wetland
impacts will occur from Sta 225 +50 through Sta 234 +00 The utility right -of -way will be hand
cleared and the vegetation will be maintained by herbicide applications The area to be hand
cleared totals 0 19 acre These utility impact sites are shown on Permit Drawing Sheet 59 and 60
of 78 Two utility poles will be placed in wetland areas the permanent impacts from which are
negligible
90 Borrow & Waste Sites
Several borrow and waste sites have been identified for this project After discussion with
USACE and NCDOT, it was decided to pursue borrow sites that will have no jurisdictional
impacts A report detailing each borrow site will be sent to the appropriate agencies under
different cover
100 Rare and 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
0

Section 9 of the Endangered Species Act of 1973, as amended As of September 22, 2010 the
US Fish and Wildlife Service (USFWS) lists two species under federal protection for Gates and
Hertford Counties These species are listed in Table 4
Table 4 Federally Protected Species Listed for Gates and Hertford Counties
Common Name
Scientific Name
Federal
Status
County
Habitat
Biological
Conclusion
American alligator
Alligator missessi iensis
T (S/A)
Gates
Yes
N/A
Red cockaded woodpecker
Picoides borealis
E
Hertford Gates
Yes
No Effect
Key T = Threatened E = Endangered S/A = Similarity of Appearance
The Biological Conclusion for the red - cockaded woodpecker is still valid as no new nesting
cavities or starts were found during the most recent survey performed on January 19 2011
110 Cultural Resources
The proposed project is subject to North Carolina General Statute 121 12(a) and Section 106 of
the National Historic Preservation Act of 1966 Although no federal funds will be used for the
construction, the project will require a permit from USACE Section 106 applies to federal
permit areas along the project and requires federal agencies to take into account the effect of their
undertakings (federally - funded licensed or permitted) on properties included in or eligible for
inclusion in the National Register of Historic Places and to afford the Advisory council a
reasonable opportunity to comment on such undertakings
In 2006 NCDOT architectural historians identified two historic properties eligible for the
National Register These two properties the Story Family Farm and Cemetery are
proposed to be included in the Story's Crossroads Historic District The State Historic
Preservation Office (SHPO) agreed with these determinations
On May 26, 2009 SHPO and NCDOT agreed the project would have an adverse effect on
the historic district In a Memorandum of Agreement prepared April 27, 2011 measures
were proposed to minimize the adverse effects The proposed right of way was reduced
from 200 feet to 150 feet in the vicinity of the district s buildings Also NCDOT agreed
to use temporary construction easements and expressway gutters to minimize project
impacts
New impact areas outside of NCDOT s preliminary right of way have been reviewed to identify
any historic archaeological or cultural occurrences No occurrences were noted
12 0 Indirect and Cumulative Impacts
From the Community Impact Assessment (CIA) completed in November 2007 by HNTB and
reviewed by personnel from DWQ it was concluded that generally speaking the TIP Project R
2507A will not alter existing land use patterns The widened roadway may help to make the area
near Winton or between NC 137 /Sandbank Road and Tarheel more attractive for small scale
commercial development or some residential development along feeder roadways However, if
this occurs, it will not be inconsistent with local plans In reference to cumulative effects the
2010 EA stated that this project in addition to the other highway projects planned for US 13 and
7

US 158 in the area (TIP Project R 2583 R 2205 R -2507 B and C R 2578) will improve traffic
flow and travel time through the region It is expected that the cumulative environmental effect
of these projects will be limited to the sum of each project s individual effects It is not expected
that the projects will have a synergistic effect which would increase the overall cumulative effect
beyond each project s direct effects
State local and federal environmental regulations should help minimize any other potential
negative indirect impacts this project could have upon other notable features In addition to
zoning and subdivision ordinances Hertford and Gates County have several other regulations
and programs in place that address water quality Impacts to areas of environmental concern
(AECs) and other notable features will more likely be the result of direct impacts related to the
construction of TIP R 2507A and less the result of indirect impacts such as the potential future
development of land Additional copies of the November 2007 Community Impact Assessment
are available upon request
13 0 Compensatory Mitigation
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
131 Avoidance and Minimization
Given the location of the streams and wetlands, total avoidance was not feasible however
efforts were made to avoid wetlands and streams as preliminary designs for the project were
developed Wetland areas not affected by the project will be protected from unnecessary
encroachment
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 are measures that are particularly pertinent to
this project as well as individual avoidance items
Anadromous fish moratorium on in stream activities in the Chowan River and adjacent
floodplain (when flooded) between Feb 15 and June 30
• No staging of construction equipment or storage of construction supplies will be allowed in
any jurisdictional areas
• Retaining walls will be used at three locations to minimize wetland and stream impacts
These walls are shown on permit drawing sheets 6, 7 and 9

• Crossings of jurisdictional areas were angled to cross as perpendicular as possible to
minimize impacts
• All fill slopes in jurisdictional areas will be 3
• Installation of temporary sediment control fences earth berms and temporary ground cover
during construction
• The vertical alignment was adjusted along the entire 7 7 mile project to minimize wetland
impacts to shorten cross pipes and minimize stream impacts
• Median was kept to 23 ft instead of 46 ft in the area of the Chowan River crossing
• Equalizer pipes have been placed in select areas where wetlands are located on both sides of
the road
13 2 Compensation
Compensatory wetland and stream mitigation will be provided by the EEP In a March 14 2012
correspondence EEP agreed to provide mitigation for 20 14 acres of wetlands and 163 linear feet
of perennial stream The EEP Mitigation Acceptance letter is attached
14 0 Regulatory Approvals
Application is hereby made for a Department of the Army Section CWA 404 Individual Permit
CWA Section 10 Permit, and a CAMA Mayor Development Permit as required for the above
described activities for the proposed TIP project R -2507A We are also hereby requesting a
Section 401 Individual Water Quality Certification from the Division of Water Quality In
compliance with Section 143 215 31)(e) of the NCAC the NCDOT will provide $570 00 to act
as payment for processing the Section 401 permit Five copies of this application are being
provided to the NCDENR DWQ for their review and approval
A copy of this application and roadway plans will be posted online at
http //www ncdot or doh/preconstruct/pe /neu/permit html Thank you for your assistance with
this project If you have any questions or need additional information please contact Ms Amy
James, Environmental Specialist at aejames @ncdot gov or (919) 707 -6129
Sincerel ,
Gregory J Thorpe, PhD Manager
Project Development and Environmental Analysis Unit
cc NCDOT Permit Application Standard Distribution List
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SECTION 4041NEPA INTERAGENCY AGREEMENT
CONCURRENCE POINT 4A
LEAST ENVIRONMENTALLY DAMAGING PRACTICABLE ALTERNATIVE
(LEDPA) /AVOIDANCE & MINIMIZATION
Project Title US 13 -158 From US 158 near Winton to US 158 in Tarheel Hertford & Gates
Counties TIP Project R -2507A WBS Element 35488 1 1
404 Avoidance and Minimization Measures
The preliminary design for the project will only affect 28 of the wetland sites and 4 of the
streams for the alternative
In an effort to avoid minimize impacts to jurisdictional wetlands and streams associated with the
LEDPA (Alternative 1) NCDOT has proposed to implement the following measures
® Steeper side slopes (3 1) will be used in jurisdictional areas
The median width in Section 1 was reduced from 46 to 30 at the Chowan River
structure The impact to the wetlands was not reduced on the south side and was
reduced by 0 4 acre on the north side of narrowing the median width
Additional Avoidance and Minimization Measures
1 Based on the September 14 2011 Concurrence Point No 3 Agreement to use East Side
widening through Section 1 (Beginning of Project to Powell Lane) NCDOT has agreed
to implement the following measures
a) Provide retaining wall left of Station 41 +00± to 44 +50± to reduce stream impacts by
162 feet
b) Provide retaining wall right of Station 41 +75- to 50 +701 to reduce wetland and
stream impacts by 0 45 acre and 183 feet respectively
c) Provide retaining wall right of Station 76 +50± to 82 +0011 to reduce wetland impacts by
0 53 acre

The Section 404 /NEPA Merger Project Team concurred on the 14"' day of September 2011 with
the Avoidance /Minimization measures listed above for TIP Project R -2507A This supersedes
the Concurrence Point No 4A Agreement dated October 19 2010
NAME AGENCY
cl US Army Corps of Engineers
US Environmental Protection Agency
Zvi US Fish and Wildlife Service
q ,� 9111 National Marine Fisheries Service
J
NC Division of Coastal Management
NC Department of Cultural Resources
4LL y 4 NCDENR Division of Water Quality
Id X12,0 NC Division of Marine Fisheries
�2 A NC Wildlife Resources Commission
NC Department of Transportation
M Iprojects12011111109_US 13 US158 D81Admin\Section 404 NEPA Interagency Aggrement Concurrence Point 4A09 09 11 doc

Memorandum of Meeting
Date November 16, 2011
Place \Time NCDOT, Structures Unit Conference Room 3 00 P M
Participants Bill Biddlecome USACE
Travis Wilson — NCWRC
David Wainwright — NCDWQ
Gary Jordan — USFWS
Chris Militscher — USEPA
Cathy Bnttingham DCM
Bill Zerman NCDOT Hydraulics Unit
Andy Young NCDOT Trans Prog Management
Trace Howell — NCDOT REU
Mark Laugisch — NCDOT REU
Mark Staley — NCDOT REU
Amy James — NCDOT NEU
Bob Capehart — NCDOT Div 1
Clay Willis — NCDOT Div 1
Mark Osenbaugh — E V Williams
Sam Blevms — McLean Contracting
Michael Wood — Catena Group
Ivy Kimbrough — Catena Group
Tommy Peacock RK &K
Mike Merritt — RK &K
Matthew Cook RK &K
Brad Boggs — RK &K
Subject NEPA \404 Merger Team — Concurrence Point 4B Meeting
R 2507A — US 13 / US 158 Widening, Hertford and Gates
Counties
The 30% Hydraulic Review was held in order to reach agreement on concurrence point
4B for the US 13 / US 158 widening in Hertford and Gates Counties The following
items were discussed and conclusions reached
Matthew Cook opened the meeting with a brief description of the project He then
proceeded to review the project on a sheet by sheet basis The site numbers that will be
used in the future 4C package were used to distinguish the sites since there is a large
number of sites on the project
Sheet 4 No jurisdictional features affected Mr Cook stated that the beginning of the
project is being reworked due to a request by NCDOT to widen the median to 46' south
of the Ramp B and C tie ins on sheet 6 This would cause the project to lengthen in the
southern direction beyond sheet 4 Tommy Peacock clarified this and showed the group
the area in question on a roll plot hanging in the room Mr Cook stated that the D B

Team will investigate the area to ensure no jurisdictional features are affected however
none are expected in the lengthened portion Chris Milrtscher and Cathy Brittmgham
asked if the project to the south was in the TIP schedule Andy Young stated that it is
not
Sheet 5 No junsdictional features affected
Sheet 6 Wetland affected —Y 39+0047+25 RT extending to sheet 35 (site 1) Mr
Cook asked if the wetland area inside the new quadrant B should be considered a total
take Initial response from Bill Biddlecome and Mr Milrtscher was that general practice
is to consider it a total take since it is inside an interchange Mr Milrtscher asked the
general size of the area in question Mr Cook stated that impact areas have not been
finalized however the remaining area inside Ramp B should be approximately an acre
Mr Milrtscher asked how the wetland is fed and Mr Cook stated that it was the team s
assumption that it is fed by roadside ditches The group decided to not consider this area
a total take
Wetland affected —Y 42 +00 LT (site 36) It will be a total take
Stream affected —L 41 +50 LT and 45 +00 LT (site 2) The existing 36 RCP will be
filled and a new 48 welded steel will pipe be installed by bore and hack The 48 WS
will be buried 10 Mr Cook stated that given the nature of the existing topography the
existing pipe and the installation of the new pipe, a function box would be required at the
upstream end to offset the new pipe from the old one Mr Biddlecome verified that the
existing pipe is being filled given the deep nature of its location Mr Militscher asked
what was to be done with the concrete lined ditches leading to the site on the upstream
side Mr Cook stated that the intention was to leave them Mr Cook also pointed out
that retaining walls are being used on both sides of the road to minimize impacts He said
that blow ups of this site will be included in the 4C package
Sheet 7 Wetland affected —L 50 +00 RT (site 36) Mr Cook said that a blow up of this
site will be included in the 4C package
Sheet 8 Chowan River affected by piers of the proposed Chowan River bridge (site 4)
Mi Cook described the bridge and stated that the proposed piers would all line up with
the existing piers on the existing bridge The bridge length matches what was agreed
upon in the 2A C P meeting (1121 ) Ms Bnttmgham asked if the construction would
be top down Sam Blevins stated that floating barges would be used for the construction
Sheet 9 Chowan River affected by piers of the proposed Chowan River bridge
Wetland affected —L 78 +50 105 +70 RT (site 5) Mr Cook pointed out that a retaining
wall is being used on the right side of the road to minimize impacts
Sheet 10 Wetland affected —L 78 +50 105 +70 RT (site 5)
Sheet 11 Wetland affected —L 78 +50 105 +70 RT (site 5)
Wetland affected —L- 106 +70 130 +10 RT (site 6)
Sheet 12 Wetland affected —L 106 +70 130 +10 RT (site 6)

Wetland affected —L 114 +65 LT (site 7) This impact is to allow for construction of the
proposed 60 RCP It will only be mechanized clearing Mr Cook pointed out the new
equalizer pipe being installed He stated that throughout the project, all existing culverts
were being replaced with culverts of equal or larger size No pipes in wetlands will be
buried
Sheet 13 Wetland affected —L 106 +70 130 +10 RT (site 6)
Wetland affected —L 133 +55 - 135 +20 RT (site 8)
Wetland affected —L 136 +45 138 +25 RT (site 9)
The equalizer was point out ( L 128 +00)
Sheet 14 Wetland affected —L 136 +45 138 +25 RT (site 9)
Wetland affected —L- 140 +75 146 +50 RT (site 10)
Wetland affected —L- 141 +05 148 +25 LT (site 11)
Wetland affected —L 148 +65 164 +75 RT (site 12)
Wetland affected —L- 150 +30 161 +70 LT (site 13)
The equalizer was pointed out ( L- 143 +00)
Sheet 15 Wetland affected —L 148 +65 164 +75 RT (site 12)
Wetland affected —L 150 +30 161 +70 LT (site 13)
The equalizers were pointed out ( L 151 +90 -L 157 +00)
Mr Militscher asked about the locations of the turnarounds Mike Merritt stated that they
were placed at distances of 800
Sheet 16 Wetland affected —L 148 +65 164 +75 RT (site 12)
Wetland affected —L 163 +10 164 +30 LT (site 14)
Wetland affected —L 166 +15 CL (site 15) This will be a total take
Wetland affected —L 170 +35 174 +45 LT (site 16)
Wetland affected —L 170 +45 174 +20 RT (site 17)
The equalizer was pointed out ( L 173 +00)
Sheet 17 Wetland affected —L 177 +50 178 +50 RT (site 18)
Wetland affected —L- 179 +50 186 +40 RT (site 19)
Wetland affected —L 179 +80 184 +40 LT (site 20)
Wetland affected —L 186 +75 - 189 +15 RT (site 21)
Wetland affected —L 187 +80 188 +95 LT (site 22)
The equalizers were pointed out ( L 180 +00 L- 183 +00)
Sheet 18 Wetland affected —L 186 +75 189 +15 RT (site 21)
Wetland affected —L- 193 +85 - 200 +00 LT & RT (site 23) This is the Buckhorn bridge(s)
crossing Mr Cook described the bridges stating that the southbound bridge (190 87') is
longer than the northbound bridge (109') due to the curved alignment The bridge length
matches what was agreed upon in the 2A C P meeting (110 ) Ms Brittingham asked if
the construction would be top down Mark Osenbaugh said it would be Ms Bnttingham
also asked if the channel is navigable She stated that in a field visit in March 2009 it was
determined navigable and considered AEC Mr Cook distributed pictures from August
2011 that showed a dry bed under the bridge and no defined channel Amy James stated

that it is a jurisdictional stream The group noted that the channel can be wet at times and
dry at times but did not think it was navigable
Michael Wood stated that a field review with DCM was planned near the time of the 4C
Meeting, in accordance with the requirements of the RFP, and this would be one of the
visited sites All agency personnel would be welcome to come and make a final
determination on the channel
Mr Cook stated that the bridge will be a single span The fill slope under the bridge at
one location is approximately 3 from the stream edge The D -B Team stated that the
bridge and abutment can be constructed without encroaching in to the stream at this
location All in attendance agreed that a temporary fill in surface water would not be
needed and that the construction of the bridge will stay out of the stream The wetlands
will be affected, however the stream will not
Wetland affected —L- 197 +25 198 +65 RT (site 24) This will be a total take
Sheet 19 Wetland affected —L 206 +55 209 +40 LT (site 25)
Wetland affected —L- 207 +10 - 209 +10 RT (site 26)
Wetland affected —L- 211 +65 218 +75 LT (site 27)
The equalizers were pointed out ( L 208 +00, -L 212 +50) Mr Cook distributed
pictures of the swale downstream of the equalizer at —L 212 +50 as it was photographed
in August 2011 He then showed a picture taken November 2011 The swale has been
dug out approximately 4 0 in the ground resulting in standing water
Sheet 20 Wetland affected —L 211 +65 - 218 +75 LT (site 27)
Wetland affected —L 215 +70 217 +30 RT (site 28)
Wetland affected —L 221 +80 226 +35 RT (site 29)
Wetland affected —L- 223 +65 237 +05 LT (site 30)
The equalizer was pointed out ( L 226 +00)
Mr Cook pointed out the ditch at —L 220 +25 LT It drains towards the roadway facility
In its existing state it looks like it (according to the plans) should meet a cross pipe at —
L 216 +45 No pipe was observed in the field It was deteimmed in the field that the
ditch eventually transitions from a 4' depth to nothing as it disperses into the wetland at
approximately —L 215 +75 LT The proposal from the D B Team is to ditch through the
wetland from the location the ditch meets the fill slope to the wetland it currently feeds
Bill Zerman asked if the existing elevations could be met Mr Cook stated that the ditch
would be less than 0 30% in slope, however the area had been surveyed extensively and
the existing elevations would be held at the ditch tie points The wetland would in no
way be drained by the ditch The current pattern would be maintained This was agreed
upon by all in attendance
Sheet 21 Wetland affected —L 223 +65 237 +05 LT (site 30)
Wetland affected —L- 231 +20 233 +85 RT (site 31)
Wetland affected —L 240 +05 244 +30 RT (site 32)
Sheet 22 Wetland affected —L 240 +05 244 +30 RT (site 32)
The equalizer was pointed out ( L 242 +00)

Sheet 23 Wetland affected —L 255 +30 255 +40 LT (site 33)
Mr Cook stated that the ditch at —L 256 +65 RT has been labeled different ways in
different files The original wetland file the D B Team received and a file provided by
Mr Young on November 10, 2011 show it as a jurisdictional stream A file provided by
Ms James on November 8 2011 does not show it as a jurisdictional stream Mr Cook
stated that he checked the NRTR and it is not labeled as a jurisdictional stream in it
either Ms James stated that it is not jurisdictional
Sheet 24 No jurisdictional features affected
Sheet 25 Wetland affected —L 286 +80 288 +90 RT (site 34)
The equalizers were pointed out ( L 287 +20)
Sheet 26 -28 No junsdictional features affected
Sheet 29 Wetland affected —L 342 +15 344 +90 LT (site 35)
Stream affected —L- 341 +65 LT & RT (site 35) Mr Cook stated that this stream has
been labeled different ways in various files also Ms James verified that it is indeed a
jurisdictional stream on both sides of the road It is a tributary to Jady Branch Mr Cook
said that it will be a 72 RCP buried 10
Sheet 30 -34 No jurisdictional features affected
Sheet 35 Wetland affected —Y 39 +00 47 +25 RT extending to sheet 6 (site 1)
Sheet 36 -37 No jurisdictional features affected
Additional comments / questions
Ms Bnttmgham asked if we expected any early utility work in upland areas Mr Cook
stated that at this time we don t expect any, however we do not have plans from the
utility companies yet If any early upland work is needed, all agencies would be
contacted prior to any land disturbance Any impacts from them will be included in the
package
Mr Brddlecome stated that a Section 10 would be needed for the new AT &T line
installed under the Chowan River
Ms Brittingham asked when we anticipated the 4C C P meeting Mr Cook stated
January 2012
Mr Brddlecome asked about the Coast Guard permit Mr Wood stated that we planned
on submitting all permits at the same time
The meeting was adjourned
R \Hyd a I cs \DOCUMENTS\R 507A 4B Minutes doc

Memorandum of Meeting
Date January 18, 2012
Place \Time NCDOT, Structures Unit Conference Room, 10 00 A M
Participants Bill Biddlecome USACE
Travis Wilson — NCWRC
David Wainwright — NCDWQ
Chris Militscher — USEPA
Cathy Brittmgham DCM
Bill Zerman NCDOT Hydraulics Unit
Karen Fussell NCDOT Trans Prog Management
Andy Young NCDOT Trans Prog Management
Mark Laugisch — NCDOT REU
Mark Staley — NCDOT REU
Chris Rivenbark — NCDOT NES
Amy James — NCDOT NES
Bob Capehart — NCDOT Div 1
Mark Osenbaugh — E V Williams
Michael Wood — Catena Group
Ivy Kimbrough — Catena Group
Tommy Peacock RK &K
Mike Merritt — RK &K
Tina Swiezy — RK &K
John Stewart — RK &K
Matthew Cook RK &K
Subject NEPA \404 Merger Team — Concurrence Point 4C Meeting
R 2507A — US 13 / US 158 Widening, Hertford and Gates
Counties
The Permit Review was held in order to reach agreement on concurrence point 4C for the
US 13 / US 158 widening in Hertford and Gates Counties The following items were
discussed and conclusions reached
Bill Biddlecome opened the meeting and everyone introduced themselves Matthew Cook
then gave a brief description of the project He asked if there were general questions or
comments before going over the fob sheet by sheet David Wainwright stated that the
Stormwater Management Plan needed to be updated to reflect the Chowan River as a
303d impaired stream
Mr Cook stated that per NCDOT Hydraulics request, utility impacts in jurisdictional
features would be shown separately from the impacts due to the roadway / drainage
features of the facility He distributed a set of permit drawings and summary sheet for
the utility impacts He said that although the utility design has not been finalized, the
Design Build Team has a good idea where the relocated utilities will be installed The D

B Team will stay in constant contact with the utility companies and update the plans as
needed
He then proceeded to review the permit drawings
Site 1 The fill slope along —Y right should be 3 1 in the wetland areas (drawing 12 of
78)
Site 1 -Util No comments
Site 36 No comments
Sites 2 -3 No comments
Site 4 Mr Wainwright asked how the drainage off the bridge was handled Mr Cook
stated that a 2GI is at the end of the bridge with 11 6 deck drains at 12 centers on the
last span None of the drainage is directly discharged in to the Chowan River or a
wetland Mr Wainwright asked that the deck drainage be included in the USCG
application He also asked that it state in the 401 and 404 application that no proposed
drainage directly enters the Chowan River
Mr Cook asked everyone to turn to Sheet 20 Util of 78 On the drawing is a typical of a
staging area for AT &T to relocate their line A 4 steel conduit will be bored under the
Chowan River with 3 125 bundled ducts bored on the east side of the river This utility
relocation is due to the new roadway facility Mr Cook stated that the D -B Team has
been working closely with AT &T and believes that a maximum of 7 staging areas 50 x
100 each will be required for the relocation Time spent in each area will be
approximately 3 weeks A 2 x 3 hand hole will be left in each area as a permanent
impact The areas will be placed in conjunction with the other permit takes However at
this time it is unknown where each staging area will be needed This could be dictated by
the maximum boring length encountering rock during the bore the ability to come out of
the ground in non wetland areas, etc Therefore it is believed at this time that the
maximum number of staging areas required will be seven Mark Osenbaugh stated that
AT &T intended to be finished with the relocation by August 2012 John Stewart stated
that he is meeting with AT &T again Friday January 20 to confirm all information Mr
Wainwright said that if more staging areas are needed, a permit mod would be required
Mr Biddlecome asked that the agencies be notified if more areas are required Ms
Brittingham stated that a special permit condition would probably be needed in the permit
language since the exact locations of the staging areas are unknown It was also agreed
upon that the areas would eventually need to be shown in an as built set of plans
Sites 5 -6 No comments
Site 7 No comments Mr Cook pointed out the 60 RCP at this location He stated that
all equalizer pipes in wetlands were not buried All proposed equalizers would match or
exceed the conveyance size of the existing pipes / RCBCs
Sites 8 -9 No comments
Site 10 Mr Cook pointed out the 2 — 30 RCPs at this location He stated that in lower
grade areas of the project, two equalizers were used instead of one to achieve
conveyance This prevented the D B Team from having to raise the grade which would
create more wetland impacts Ms Bnttingham asked Travis Wilson if there would be
issues for wildlife passage with two smaller pipes as opposed to one larger pipe He said
it would not be an issue in the case of this project
Sites 11 -22 No comments

Site 23 No comments Mr Cook stated that per Stephen Lane (DENR) Buckhorn Creek
is not considered AEC
Sites 25 -27 No comments
Mr Cook drew attention to sheets 56 and 57 of 78 The inlet and 18 pipe levels were
inadvertently turned off when producing these sheets They will be turned on for the
final permit drawing submittal
Site 28 No comments
Sites 29 -Uhl, 30 -Utd, 31 -Util These sites are in a location where Roanoke EMC is
relocating an overhead powerline Mr Cook stated that in conversations with the utility
company, they have said that they will clear and not grub the areas and that they will be
maintained by spraying Mike Wood asked that since the area under the powerlines will
be maintained, does that mean that the impact should be considered a fill in wetland
instead of hand clearing (It was also determined in the meeting that hand clearing
involves clearing the area possibly with equipment, and not grubbing the area It does
not mean that only chain saws can be used and not equipment ) Mr Biddlecome said that
when you cut down trees but allow for shrub growth the wetland is changing types not
being removed Amy James said that the area is shrub like in nature now Therefore it
was agreed that hand clearing is OK
Sites 29 -34 No comments
Site 35 No comments Mr Cook stated that per Stephen Lane (DENR) the tributary to
Jady Branch is not considered AEC
A field meeting will be held on January 26 At that time the borrow pits will be
discussed
M \p oj t \201 I\R2507A\Des gn\Hydraul c \DOCUMENTS \R 2507A 4C M n to doc

Memorandum of Meeting
Date January 26 2012
Place /Time US 13/ US 158/ NC 45 Interchange parking area 10 00 A M
Participants Bill Biddlecome — USACE
Travis Wilson — NCWRC
David Wainwright — NCDWQ
Stephen Lane NCDCM
Amy James — NCDOT NES
Clay Willis — NCDOT Division 1 Environmental Officer
Mark Osenbaugh — E V Williams
Michael Wood — The Catena Group
John Roberts — The Catena Group
Ivy Kimbrough — The Catena Group
Subject NEPA/404 Merger Team — Agency Field Review
R 2507A — US 13/ US 158 Widening Hertford and Gates Counties
The Agency Field Review was held in order to visit the impact sites that had been discussed during the
previous Concurrence Point 4B and 4C meetings The discussion for each site is summarized and
outstanding questions and requests for additional information in included
UTILITY SITE 1 Michael Wood noted that the wetland was considered a partial take and these would
be temporary hand clearing impacts to allow for directional boring of utilities Bill Biddlecome
questioned the area noted for temporary impact included an area with no apparent utility line on the
drawing
Answer The area in question was originally slated to be a staging area for the bore However per
discussions with the utility companies this impact area has been revised (sheet attached) and reduced as a
different angle will be used to directionally bore and the staging area relocated
SHOUPS LANDING ROAD This road is located about 3000 from the north side of the Chowan
River in the stretch of wetland on the east side of the project where AT &T will be relocating their long
distance phone line conduit Michael Wood explained that although directional bore method will be used
several staging areas (100 by 50 hand cleared) will be required to tie the new utility line in with the
existing line Since the exact length of each bore is expected to slightly vary due to various blockages
(trees rocks etc ) and issues (boring geometry etc ) that will inevitably be encountered the exact
location of each staging area is unknown Stephen Lane noted that the boring is shown at a depth of 5 6
and questioned if boring deeper would allow for longer bores and less potential blockages thereby
reducing the number of staging areas Also what determines the length of each bore was questioned
Bill Biddlecome asked how many staging areas were anticipated between Shoups Landmg Road and the
Chowan River

Answer AT &T will use a larger boring machine to cross under the Chowan River and they will continue
the bore up to Shoups Landing Road This will eliminate the need for any staging areas in the wetlands
located between the Chowan River and Shoups Landing Road Once they come out of the ground on the
north side they will continue their directional boring using smaller equipment Smaller equipment will
be used as it will reduce the footprint of each staging area is more maneuverable and costs less The
smaller equipment is limited to approximately 5 6 boring depth However this depth is sufficient such
that the chance of blockages does not markedly change by going deeper As built plans will be
distributed when work is completed
PUBLIC BOAT ACCESS RAMP The alignment of the proposed bridge over the Chowan River was
discussed and all clearances will be either the same or greater than the current bridge It was asked if the
bridge drainage will drain to both the north and south end of the bridge or if drainage will be directed
towards one end of the bridge
Answer There is a high point in the profile at L 64 +28 33 No drainage comes off the south end of the
bridge It all goes to the north end
SITE 27 Michael Wood explained the existing ditch that runs through a portion of a wetland before
ending in it will be relocated away from the roadway Since the ditch dimensions will be kept the same
no drainage impacts are anticipated The group followed the ditch from where it entered the right of way
to where it spread out into the wetland The question was asked where the water was coming from and
how far back the ditch goes
Answer This drainage is from overland flow in the area of the ditch The drainage area extends up
towards Sand Banks Road over 2000 upstream
SITE 29, 30, 31 These are wetland sites that will be hand cleared to relocate Roanoke EMC s overhead
power lines Michael Wood explained where the overhead line will be relocated and where the line will
cross the road to tie back in with the existing pole During the 4C meeting mmtrgatron for this area was
discussed due to long term maintenance via herbicide During the field review Bill Brddlecome
determined that mrtrgatron will not be necessary as there is not anticipated to be a marked change in the
current wetland functions It was also discussed at this site that the permit application drawings would
not have to include areas that will be hand cleared to install ROW fencing
S &M BORROW SITE Maps including NWI delineations the NCWRC Game Lands property and in
progress wetland delineations were reviewed Michael Wood and Mark Osenbaugh explained the plan of
using the uplands not only as a borrow site but also as a repository for the wetland muck in an effort to
create wetlands The upland borrow would be excavated up to the existing wetland boundary then the
muck from the roadway undercut would be filled in to match the adjacent wetland elevation Once
construction was complete the favored option was to donate the 165 acre site to NCWRC to incorporate
into the Game Lands
It was discussed if this would result in potential wetland mitigation for the project However due to the
multiple issues that would need to be resolved it was agreed that the permit application would be
submitted with mitigation being provided by EEP and the use of the site for mrtrgatron re visited once the
site details were known It was noted that this borrow /fill methodology would eliminate the need to

consider potential draw down effects of the borrow site on the adjacent wetlands Travis Wilson stated he
would investigate as to whether NCWRC would want the site since the Game Lands connect to the
wetlands on the property Because the exact acreage of wetlands on the borrow site is not known at this
time it was concluded that mitigation through EEP would be optimal for expediting the permit
application submittal
HARRELL BORROW SITE There were no questions or concerns about this site

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Roadway Design Unit/Transportation Program Management Unit
The width of the proposed right of way will be reduced from 200 to 150 and
expressway gutters will be used on both sides of the roadway in the vicinity of the Story s
Crossroads Historic District
All construction easements within the Story s Crossroads Historic District will be
temporary
Within the Story s Crossroads Historic District the Transportation Program
Management Unit will consult with NCDOT Historic Architecture SHPO and the
property owners to determine the location and appearance of above ground features like
fire hydrants and utilities as well as the relocation and realignment where necessary of
driveways
Steeper side slopes (3 1) will be used in jurisdictional areas
The median width in Section 1 will be reduced from 46 to 30 at the Chowan
River structure
Utilities Umt/Division One Construction
Fire hydrants will be added on the opposite side of US 13 158 from existing fire
hydrants as part of this project These hydrants are being added in order to prevent the
fire department from having to cross the median to fill water trucks
Human Environment Unit
Prior to the initiation of construction, NCDOT shall record the Story s Crossroads
Historic District and its surroundings in accordance with the Historic Structures and
Landscape Recordation Plan prepared for the included with the Memorandum of
Agreement (MOA) prepared regarding the historic district
Copies of the documentation will be deposited with the SHPO NCDOT Historic
Architecture Group and the property owner prior to the letting of the contract for the
project or no later than one year of the execution of the MOA
NCDOT Historic Architecture shall provide fencing design assistance NCDOT
Historic Architecture and SHPO shall review and comment on the resultant plan
State Finding of No Significant Impact — R 2507A Page 2 of 3
April 2011

PROJECT COMMITMENTS
US 13 158
From US 158/NC 45 Near Winton to US 158 at Tarheel
Hertford and Gates Counties
State Project 35488 1 1
TIP Project R 2507A
Hydraulics Unit
The Hydraulics Unit will coordinate with the NC Floodplain Mapping Program
(FMP), to determine whether the Memorandum of Agreement between NCDOT and the
FMP is applicable or if approval of a Conditional Letter of Map Revision (CLOMR) and
subsequent final Letter of Map Revision (LOMR) will be required for this project
Division One Construction
No in water work will be performed in the Chowan River between February 15th
and June 30th due to the presence of anadromous fish
NCDOT s Stream Crossing Guidelines for Anadromous Fish Passage will apply
to the Chowan River crossing
This project involves construction activities on or adjacent to FEMA regulated
stream(s) Therefore the Division shall submit sealed as built construction plans to the
Hydraulics Unit upon completion of project construction, certifying that the drainage
structure(s) and roadway embankment that are located within the 100 year floodplain
were built as shown in the construction plans both horizontally and vertically
Temporary barrier and erosion control fencing signage and any other pertinent
means will be used within the boundaries of the Story s Crossroads Historic District in
order to protect historic district resources during construction
Roadway Design Unit /Structure Design Unit/Transportation Program Management
Unit
Fifty four inch rails will be provided on the outside of proposed bridges in order
to accommodate bicycles The rails on the east side of the existing bridge over the
Chowan River will be retrofitted to accommodate bicycles An eight foot outside
shoulder will be provided on the proposed new bridges in order to accommodate bicycles
A six foot paved outside shoulder is proposed for the portion of US 13 158 signed as
NC Bike Routes 3A and 4 (US 158 near Winton to NC 137)
State Finding of No Significant Impact — R 2507A Page 1 of 3
April 2011

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Roadside Environmental Umt
A landscape plan for those parts of the Story s Crossroads Historic District
directly impacted by the project will be developed and implemented in consultation with
the SHPO and the property owners in the historic district The plan will utilize materials
from native plant communities and replace existing fencing as necessary to reestablish a
natural appearance and composition as well as help screen properties from the widened
roadway
Existing features within the historic district will be inventoried and the property
owners will be coordinated with during development of the plan NCDOT Historic
Architecture and SHPO will review and comment on the landscape plan The landscape
mitigation plan will be incorporated into the final design plan
State Finding of No Significant Impact — R 2507A Page 3 of 3
April 2011
iii

STATE FINDING OF NO SIGNIFICANT IMPACT
PREPARED BY THE
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS BRANCH
DIVISION OF HIGHWAYS
NORTH CAROLINA DEDPARTMENT OF TRANSPORTATION
TYPE OF ACTION
This is a State Finding of No Significant Impact prepared in compliance with the
North Carolina Environmental Policy Act
WW11 DY6119 I W 0 [QeK11 WK910 [4) 0
The purpose of the proposed project is to reduce traffic congestion and improve
travel time and safety along US 13 158 in the project area
The proposed project involves widening a section of US 13 158 between
US 158 /NC 45 near Winton in Hertford County to US 158 at Tarheel in Gates County
from two to four lanes An expressway type facility is recommended for this project
The proposed project is approximately 7 1 miles long (Figure 1)
It is anticipated approximately 200 feet of right of way will be required for the
project Partial control of access (one access per parcel for properties with no other
access) will be obtained All intersecting roadways will cross US 13 158 at grade no
grade separations or interchanges are proposed with one exception The exception is
construction of an interchange at the intersection of US 13 and US 158/NC 45 north of
Winton
The proposed project will address the following needs
• By the year 2030 portions of US 13 158 within the project area will operate at
capacity
• US 13 158 in the project area is a regionally important route carrying a large
number of trucks
• The fatal accident rate along US 13 158 in the project area exceeds the statewide
average for similar facilities
The project is included to the approved 2009 2015 North Carolina State
Transportation Improvement Program (STIP) with right of way and construction in state
fiscal years 2011 and 2014 respectively The schedule in the draft 2012 2018 STIP is for
right of way acquisition and construction to begin instate fiscal year 2011 The draft
2012 2018 STIP includes an estimated right of way acquisition cost of $3 100 000 and
construction cost of $49 400 000 Total project cost included in the draft 2012 2018
STIP is $54 810 000

rl,�Ji
Emem st
l F, I° I("M 7 El E
PROGRAM
March 14 2012
Mr Gregory J Thorpe PhD
Manager Project Development and Environmental Analysis Unit
North Carolina Department of Transportation
1548 Mail Service Center
Raleigh North Carolina 27699 1548
Dear Dr Thorpe
Subject EEP Mitigation Acceptance Letter
J�
�1 eV yam/
11 zP111 2
R 2507A US 13 from US 158 near Winton (Hertford County) to the US 158 Bypass at
Tarheel (Gates County) Hertford and Gates Counties
The purpose of this letter is to notify you that the Ecosystem Enhancement Program (EEP) will provide the
compensatory stream and wetland mitigation for the subject project Based on the information supplied by you on
March 12 2012 the impacts are located in CU 03010203 of the Chowan River basin in the Northern Outer Coastal
Plain (NOCP) Eco- Regton and are as follows
Chowan
03010203
NOCP
Stream
Wetlands
Buffer (Sq Ft)
Cold
Cool
Warm
Riparian
Non
Coastal
Zone 1
Zone 2
Riparian
Marsh
Impacts
(feet/acres)
0
0
163
1220
794
0
0
0
a-o t q
This mitigation acceptance letter replaces the mitigation acceptance letter issued on January 11
2011 EEP commits to implementing sufficient compensatory stream and wetland mitigation credits to offset the
impacts associated with this project as determined by the regulatory agencies in accordance with the N C
Department of Environment and Natural Resources Ecosystem Enhancement Program In Lieu Fee Instrument
dated July 28 2010 If the above referenced impact amounts are revised then this mitigation acceptance letter will
no longer be valid and a new mitigation acceptance letter will be required from EEP
1929
If you have any questions or need additional information please contact Ms Beth Harmon at 919 715
Sincerely
Michael Ellison
EEP Deputy Director
cc Mr Bill Biddlecome USACE — Washington Regulatory Field Office
Mr Brian Wrenn Division of Water Quality Wetlands /401 Unit
File R 2507A Revised
kutor t2 EKAAkCatg Prot' ors state
� i
TTMA
MCDENR
North Carolina Ecosystem Enhancement Proaram 1652 Mad Service Center Raleiah NC 27699 1652 / 919 715 0476 / www nceeD net

Eco stem
PROGRAM
May 22 2012
Mr Gregory J Thorpe Ph D
Manager Project Development and Environmental Analysis Unit
North Carolina Department of Transportation
1548 Mail Service Center
Raleigh North Carolina 27699 1548
Dear Dr Thorpe
Subject EEP Mitigation Acceptance Letter
R 2507A US 13 from US 158 near Winton (Hertford County) to the US 158 Bypass at
Tarheel (Gates County) Hertford and Gates Counties
The purpose of this letter is to notify you that the Ecosystem Enhancement Program (EEP) will provide the
compensatory stream and wetland mitigation for the subject project Based on the information supplied by you on
March 12 2012 the impacts are located in CU 03010203 of the Chowan River basin in the Northern Outer Coastal
Plain (NOCP) Eco Region and are as follows
Chowan
Stream
Wetlands
Buffer (Sq Ft )
03010203
Cold
Cl
oop
Warm
Riparian
Non
Coastal
Zone 1
Zone 2
NOCP
Ri arian
Marsh
Impacts
0
0
163
1454
568
0
0
0
(feet/acres)
This mitigation acceptance letter replaces the mitigation acceptance letter issued on January 11, 2011
and March 14, 2012 EEP commits to implementing sufficient compensatory stream and wetland mitigation credits
to offset the impacts associated with this project as determined by the regulatory agencies in accordance with the
N C Department of Environment and Natural Resources Ecosystem Enhancement Program in Lieu Fee Instrument
dated July 28 2010 If the above referenced impact amounts are revised then this mitigation acceptance letter will
no longer be valid and a new mitigation acceptance letter will be required from EEP
1929
If you have any questions or need additional information please contact Ms Beth Harmon at 919 715
Sincerely
Michae II►son
EEP Deputy Director
cc Mr Bill Biddlecome USACE — Washington Regulatory Field Office
Mr Brian Wrenn Division of Water Quality Wetlands /401 Unit
File R 2507A Revised 2
K"t7orul�j E Prot-" Oar Sta g
T
MCDENR
North Carolina Ecosystem Enhancement Proaram 1652 Mail Service Center Raleiah NC 27699 1652 / 919 715 0476 / www nceeo net

12/9/2011
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VICINITY MAP I NCDOT
rltK I r*UMU & UA I tJ
DIVISION OF HIGHWAYS
HERTFORD AND GATES COUNTIES
PROJECT: C202616 (R- 2507A)
US 13 / US 158 WIDENING
WETLAND/ STREAM PERMIT DRAWINGS
SHEET 1

F
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BEGIN PROJECT
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Source: USGS 7.5 Minute Guadranale. Winton & Gatesville. NIC
NCDOT
DIVISION OF HIGHWAYS
HERTFORD AND GATES COUNTIES
PROJECT: C202616 (R- 2507A)
US 13 / US 158 WIDENING
WETLAND/ STREAM PERMIT DRAWINGS
SHEET 2

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Date January 2012
Scale
1 inch = 2,000 feet
Job No
2156
Drawn By:
Checked By
KEM
MGW

}
a �
R\ y
R �R
\ R
\R A r
\R I
R r
\ P
R
1
T 1'
Parcel Boundary '=
NC Gamelands�
National Wetland Inventory Polygons
Catena Delineated Wetland Line
- - - -- Estimated Wetland Line
Prepared By Prepared For.
S &M Farms Site Date January 2012 Figure
The EV Williams, Inc.
Catena Wetland and Stream Delineation
Group
Virginia Beach, VA
Gates County, North Carolina
Scale
1 inch = 600 feet
Job No.:
zlss
Drawn By:
Checked By:
KEM
MGW

I know some of you do not plan on attending the field review on Thursday January 26 but I thought everyone should be
aware of the impact sites that will be reviewed We will be meeting at 10AM in the parking area located in the
southeast quadrant of the US 13 /US 158/NC 45 interchange (image attached)
These are the impact sites we plan on visiting
• Site 1 This site was originally a partial take but now is being considered a total take due to utility relocations
• Site 27 Ditch and wetland
• Sites 29 31 This will be the location of the overhead powerline This area will be hand cleared and maintained by
herbicide There was a question of whether mitigation will be necessary
• Borrow Sites Maps will be provided at the field review
I have attached the Permit Drawing sheet for each site listed above If there is a site you would like to add or if you have
any other questions please contact Michael Wood at [phone] or myself at [phone]
Thank you
Ivy
Ivy Kimbrough
�I The Catena Group
4108 Millstone Drive
Hillsborough NC 27278
0 [phone]
M [phone]
Original Appointment
From Michael Wood
Sent Thursday, December 15, 2011 7 45 PM
To Chris Militscher, Bill Biddlecome Travis Wilson, Gary Jordan, David Wainwright, Cathy Brittingham , Tina
Swiezy, Mike Merritt, Ivy Kimbrough Mark Osenbaugh, Tommy Peacock, Keith Skinner, Matthew Cook, Bill
Zerman , Clay Willis, Amy E James, Andy Young, John Roberts, stephen lane @ncdenr gov, ,
Lindsey R Middleton @uscg mil
Subject R 2507A Field Review
When Thursday January 26, 2012 10 00 AM 3 00 PM (GMT 05 00) Eastern Time (US & Canada)
Where Hertford County
I know several of you don t plan on coming but I thought I would include you on the invite Just the same I will provide a
meeting place when we get closer to the date Thank you for your assistance
Michael Wood
The Catena Group
919 732 1300
2