20161221 Ver 1_R-5311A Individual_CAMA Cons December 8 2016_20161209

Carpenter,Kristi
From:
Sent:
To:
Cc:
Subject:
Follow Up Flag:
Flag Status:
Rivenbark, Chris
Friday, December 09, 2016 8:09 AM
Tracey Wheeler ([e-mail]); Ward, Garcy; Brittingham, Cathy
AI-Ghandour, Majed N; Chapman, Amy; Daisey, Greg; gary�[e-mail]; Jennings, Jerry D;
[e-mail]; Koch, Thomas K; Carpenter,Kristi; Mellor, Colin; NCDOT Service Account -
Roadway Design; [e-mail]; Staley, Mark K; Staples, Shane; Wilson, Travis W.;
Twisdale, John W; Wilkins, Ronald B; Willis, Thomas C; [e-mail]; Cynthia
VanDerWiele; Joyner, Drew; Militscher, Chris ([e-mail]); Monte Matthews
([e-mail]); Tony Able ([e-mail]); Ayscue, Phillip W; Harmon,
Beth; Stanton, Tyler P; McInnis, Jay
Permit Application and CAMA Consistency Certification for R-5311A, Hertford County
Follow up
Completed
The permit application for R-5311A has been prepared. The electronic copy can be viewed/downloaded at
https://connect.ncdot.�ov/resources/Environmental/ under Quick Links.
This email serves as our permit application submittal to the N.C. Division of Water Resources. A hard copy will be
submitted to the U.S. Army Corps of Engineers. A hard copy of the CAMA Consistency Certification will be submitted to
the N.C. Division of Coastal Management.
Chris Rivenbark
Project Development & Environmental Analysis
Natural Environment Section
North Carolina Department of Transportation
919-707-6152 office
crivenbark(c�ncdot.cLov
1598 Mail Service Center
Raleigh, NC 27699-1598
1020 Birch Ridge Drive
Raleigh, NC 27610
,:t
s_r.:�ail correspondence �;� :,nci from t'his send���� �s subject tc 'he :. �'�,blic Records Law anc! ma�� be disdosed to third parl ��s.

� �{�FiS�f}fd� t f rJfl-.
Deceinber 8, 2016
U. S. Army Corps of Engineers
2407 West Sth Street
Washington, North Carolina 27889
Attention: Ms. Tracey Wheeler
NCDOT Coordinator
P�T �'[c�'�C�k�`
(;frrrrnnr
NI�H�I�A�� J, TFh11�lYSC�T�
.5�e�r:�e�Fu1 k�
Subject: Application for Section 404 Individual Permit and Section 401 Water Quality
Certification for the proposed improvements along NC ll from west of SR 1130
(Modlin Road) to east of NC 11/SR 1213 (Old NC ll Road) Hertford County. TIP
No. R-53llA. Debit $570 from WBS 45449.1.1
Deat- Madam:
The North Carolina Department of Transportation (NCDOT) proposes to construct a grade
separation at SR 1130 (Modlin Road) and interchange at Old NC 11/ SR 1213 (Old NC 11 Road)
in Hertford County, NC.
R-5311A is a section of R-5311 (unprovements to existing NC 11, SR 1212 (Shortcut Road) and
portions of existing US 13 froin just south of the NC ll intersection with NC 561 to the US 13
interchange with US 158 and NC 45). R-5311B (remainder of R-5311 froin just south of the
intersection of NC 11 and NC 561 to the intersection of US 13/US 158/NC 45) is currently
unfunded and has a projected let date in FY 2030. Therefore, this application is only for R-5311A.
The purpose of this letter is to request approval for a Section 404 Individual Permit and Section
401 Water Quality Certification. In addition to this cover letter, this application package includes
the following for R-5311A: ENG Fonn 4345, stormwater management plan, permit drawings,
utility pei7nit drawings, roadway plans, Screening Indirect and Cuinulative Effects (SICE) Report,
DMS acceptance letter and 4B/4C inerger meeting minutes.
Purpose and Need
The purpose of the proposed project is to improve the safety along the NC ll corridor at the
intersections of SR ll30 (Modlin Road) and Old NC 11/ SR 1213 (Old NC 11 Road) in Hertford
County.
Project Description
The proposed action involves construction of a grade separation at SR 1130 (Modlin Road) and
interchange at Old NC 11/ SR 1213 (Old NC ll Road). Full control of access is proposed. The
total project length is 1.12 miles.
- ="� �'i�vthinc� �ornp�r�s'=�a�
State of North Carolina I Department of Transportstio�� � Project Development and Bnviromnental Analysis
1000 Birch Ridgc Drive I 1548 Mail Service Center I Raleigh, NC 37699-1548
919-707-6000

Summary of Impacts
Waters of the U.S.: Proposed permanent impacts to jurisdictional areas total 11.47 acres of
permanent wetland impacts. There are no jurisdictional streams or surface waters in the project
area.
Summary of Mitigation
The NCDOT has avoided and minimized impacts to jurisdictional resources to the greatest extent
possible. The proposed construction of R-5311A will result in unavoidable impacts to 11.47 acres
of non-riparian wetlands that will require mitigation. The Department has acquired the
compensatory mitigation for these unavoidable impacts from the North Carolina Department of
Environmental Quality (NCDEQ)-Division of Mitigation Services (DMS).
Project Schedule
Currently, R-5311A is scheduled to let June 20, 2017 and R-5311B is unfunded and is not
scheduled in the 2016-2025 STIP. The NCDOT will apply for an additional permit for R-5311B
when the project is programed in the STIP. Construction will not commence on R-5311B until
relevant permits have been received based on final design.
NEPA Document Status
The Environmental Assessment (EA) and the Finding of No Significant Impact (FONSI) were
approved in October 2013 and December 2015 respectively for R-5311. These documents are
available at https://xfer.services.ncdot.gov/pdea/EnvironmentalDocs/Documents/.
Resource Status
The project is located in Chowan River Basin and lies within Hydrologic Units 03010203 and
03010204. This is within the Northern Outer Coastal Plain eco-region.
Jurisdictional areas within the project study area were reviewed by the USACE (Tracey Wheeler)
and by NCDWR (David Wainwright) on January 23, 2014.
Impacts to Jurisdictional Resources
Impacts to jurisdictional wetlands are summarized below in Table 1.
[2]

Table 1. R-5311A Wetland Im acts
Permit FONSI Map Permanent Temporary Mitigation
Drawing Site Label Type Impacts (ac.) Impacts (ac.) Required
Number
1 WT Non-riparian 0.92 0 Yes (1:1)
2 WY Non-riparian 0.62 0 Yes (1:1)
3 WU Non-riparian 0 0 Yes (1:1)
4 WY Non-riparian 4.29 0 Yes (1:1)
5 WU Non-riparian 0.92 0 Yes (1:1)
6 WZ Non-riparian 1.07 0 Yes (1:1)
7 WX Non-riparian 2.76 0 Yes (1:1)
8 WY Non-riparian 0.33 0 Yes (1:1)
9 WZ Non-riparian 0.56 0 Yes (1:1)
Total: 11.47 0 11.47
Note: In addition to permanent impacts, there is 0.50 acre of proposed hand clearing in wetlands
Permanent Impacts: Proposed permanent impacts for R-5311A include 9.27 acres of fill, 1.17 acres
of excavation, and 1.03 acres of inechanized clearing in non-riparian wetlands.
Utility Impacts: There will be less than 0.01 acre of permanent impacts to non-riparian wetlands
due to overhead power pole installations. Please see attached utility permit drawings.
Protected Species
The United States Fish and Wildlife Service (USFWS) lists two species, and the National Marine
Fisheries Service (NMFS) lists one species that are federally protected in Hertford County as of
March 7, 2015 (Table 2).
Table 2.
Scienti�c Name
Acipenser oxyrinchus
s ecies listed for Hertford Coun
Common Name Federal
Status
Atlantic sturgeon
Picoides borealis I Red-cockaded woodpecl
Trichechus manatus West Indian manatee
[3]
Habitat Biological
Present Conclusion
Endangered No
Endangered No
Endangered No
No Effect
No Effect
No Effect

Northern long-eared bat
The USFWS has developed a programmatic biological opinion (PBO) in conjunction with the
Federal Highway Administration (FHWA), the US Army Corps of Engineers (USACE), and
NCDOT far the northern long-eared bat (NLEB) in eastern North Carolina. The PBO covers the
entire NCDOT program in Divisions 1-8, including all NCDOT projects and activities. The
programmatic determination for NLEB for the NCDOT program is "May Affect, Likely to
Adversely Affect." The PBO provides incidental take coverage for NLEB and will ensure
compliance with Section 7 of the Endangered Species Act for five years for all NCDOT projects
with a federal nexus in Divisions 1-8, which includes Hertford County, where R-5311A is located.
Bald and Golden Eagle Protection Act (BGPA)
In the July 9, 2007 Federal Register (72:37346-37372), the bald eagle was declared recovered, and
removed (de-listed) from the Federal List of Threatened and Endangered wildlife. This delisting
took effect August 8, 2007. After delisting, the Bald and Golden Eagle Protection Act (Eagle Act)
(16 U.S.C. 668-668d) became the primary law protecting bald eagles. Nesting and foraging habitat
are not present in the project area, nor have bald eagle nests or individuals have been seen within a
660-foot radius of the project area.
Moratoria
There are no in-stream work moratoria required for R-5311A.
Cultural Resources
As noted in the FONSI, the selected alternative will not have an impact on Historic Properties.
Additionally, in a letter dated October 15, 2015 from the State Historic Preservation Office
(SHPO), SHPO concurred with NCDOT's recommendation that no further archaeological
investigation be conducted in connection with this project since the project will not involve
significant archaeological resources.
FEMA Compliance
The project has been coordinated with appropriate state and local officials and the Federal
Emergency Management Agency (FEMA) to assure compliance with FEMA, state, and local
floodway regulations.
Mitigation Options
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 planning and NEPA
compliance stages; minimization measures were incorporated as part of the project design.
�4�

Avoidance and Minimization
All jurisdictional features were delineated, field veriiied and surveyed within the corridor for
R-5311A. Using these features, preliminary designs were adjusted to avoid and/or minimize
impacts to jurisdictional areas. NCDOT employs many strategies to avoid and minimize impacts to
jurisdictional areas in all of its designs. Many of these strategies have been incorparated into BMP
documents that have been reviewed and approved by the resource agencies and which will be
followed throughout construction. All wetland areas not affected by the project will be protected
from unnecessary encroachment. Individual avoidance and minimization items are as follows:
• No staging of construction equipment ar starage of construction supplies will be allowed in
wetlands or near surface waters.
• NCDOT and its contractors will not excavate, iill, or perform land clearing activities within
Waters of the U.S. or any areas under the jurisdiction of the USACE, except as authorized by
the USACE. To ensure that all borrow and waste activities occur on high ground, except as
authorized by permit, the NCDOT shall require its contractors to identify all areas to be used to
borrow material, or to dispose of dredged, fill or waste material. Documentation of the
location and characteristics of all borrow and disposal sites associated with the project will be
available to the USACE on request.
• All of the proposed drainage has been designed to have as little environmental and surface
water impacts as possible.
• Ditches were designed using BMP grassed swale criteria. Velocities at wetland features are
non-erosive.
• The 11,240 feet of ditches were designed using grassed swale criteria to reduce flow velocity,
promote sedimentation, iniiltration and runoff attenuation.
• Sediment and erosion control devices will be utilized where appropriate.
• The use of hand clearing rather than mechanized clearing where possible.
• Considering environmental, hydraulic, and roadway perspectives, 3:1 slopes are proposed
within the wetlands where most practical.
Compensation
The NCDOT has avoided and minimized impacts to jurisdictional resources to the greatest extent
possible as described above. The unavoidable impacts to non-riparian wetlands will be offset by
compensatory mitigation (1:1 ratio) provided by the North Carolina Department of Environmental
Quality (NCDEQ)-Division of Mitigation Services (DMS). An acceptance letter from DMS is
attached.
Indirect and Cumulative Effects
A Screening Indirect and Cumulative Effects (SICE) Report for R-5311 was completed in October
2013. A copy of the report is attached. As indicated on page 13 of the report, the screening
assessment resulted in a"Not Likely" conclusion. As a result, no Land Use Scenario Assessment
(LUSA) was performed. The overall conclusions of the Indirect Effects are summarized on page
16 and the Cumulative Effects are summarized on page 18.
[5]

Essential Fish Habitat
The project will not impact any Essential Fish Habitat afforded protection under the Magnuson-
Stevens Act of 1996 (16 U.S.0 1801 et seq.).
Regulatory Approvals
Section 404: Application is hereby made for a USACE Individual 404 Permit as required for the
above-described activities.
Section 401: We are requesting a Section 401 Water Quality Certification from NCDWR. We are
providing this application to NCDEQ, for their approval. Authorization to debit the $570 Permit
Application Fee from WBS Element 45449.1.1 is hereby given.
CAMA: Under separate cover, NCDOT is submitting a request for a CAMA Federal Consistency
Review from the N. C. Division of Coastal Management for R-5311A.
A copy of this permit request and its distribution list will be posted on the NCDOT website at:
https://connect.ncdot.�ov/resources/Environmental
Thank you for your assistance with this project. If you have any questions or need additional
information, please contact Tyler Stanton at [e-mail] or [phone].
Sincerely,
i�. ....---
iG�''`
��
� f Philip S. Harris III, P.E., C.P.M.
Natural Environment Section Head
cc:
NCDOT Permit Application Standard Distribution List
[6]

U.S. ARMY CORPS OF ENGINEERS FormApproved-
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT OMB No. 0710-0003
33 CFR 325. The proponent agency is CECW-CO-R. Expires: 31-AUGUST-2013
Public reporting for this collection of information is estimated to average 11 hours per response, including the time for reviewing instructions, searching
existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding
this burden estimate or any other aspect of the collection of information, including suggestions for reducing this burden, to Department of Defense,
Washington Headquarters, Executive Services and Communications Directorate, Information Management Division and to the Office of Management and
Budget, Paperwork Reduction Project (0710-0003). Respondents should be aware that notwithstanding any other provision of law, no person shall be
subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control number. Please DO NOT
RETURN your form to either of those addresses. Completed applications must be submitted to the District Engineer having jurisdiction over the location of
the proposed activity.
PRIVACY ACT STATEMENT
Authorities: Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection, Research, and Sanctuaries
Act, Section 103, 33 USC 1413; Regulatory Programs of the Corps of Engineers; Final Rule 33 CFR 320-332. Principal Purpose: Information provided on
this form will be used in evaluating the application for a permit. Routine Uses: This information may be shared with the Department of Justice and other
federal, state, and local government agencies, and the public and may be made available as part of a public notice as required by Federal law. Submission
of requested information is voluntary, however, if information is not provided the permit application qnnot be evaluated nor can a permit be issued. One set
of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this application (see
sample drawings and/or instructions) and be submitted to the District Engineer having jurisdiction over the location of the proposed activity. An application
that is not completed in full will be returned.
(ITEMS 1 THRU 4 TO BE FILLED BY THE CORPS)
1. APPLICATION NO. 2. FIELD OFFICE CODE 3. DATE RECEIVED 4. DATE APPLICATION COMPLETE
(ITEMS BELOW TO BE F/LLED BYAPPLICANTJ
5. APPLICANT'S NAME 8. AUTHORIZED AGENT'S NAME AND TITLE (agent is not required)
First - Phillip Middle - S Last - Harris III First - Middle - Last -
Company - NC Dept. of Transp.- Natural Environment Section Company -
E-mail Address [e-mail] E-mail Address -
6. APPLICANT'S ADDRESS: 9. AGENT'S ADDRESS:
Address- 1548 Mail Service Center Address-
City - Raleigh State - NC Zip - 27699 Country -USA City - State - Zip - Country -
7. APPLICANT'S PHONE NOs. w/AREA CODE 10. AGENTS PHONE NOs. w/AREA CODE
a. Residence b. Business c. Fax a. Residence b. Business c. Fax
919-707-6156 919-250-5785
STATEMENT OF AUTHORIZATION
11. I hereby authorize, to act in my behalf as my agent in the processing of this application and to furnish, upon request,
supplemental information in support of this permit application.
SIGNATURE OF APPLICANT DATE
NAME, LOCATION, AND DESCRIPTION OF PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE (see instructions)
TIP R-5311A (Proposed improvements to NC I I from SR 1130 to NC11/SR 1213, Hertford Co.), WBS 45449.1.1
13. NAME OF WATERBODY, IF KNOWN (if applicable) 14. PROJECT STREET ADDRESS (if applicable)
Address
15. LOCATION OF PROJECT
Latitude: =N Longitude: �W City - State- Zip-
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see instructions)
State Tax Parcel ID Municipality
Section - Township - Range -
ENG FORM 4345, JUL 2013 PREVIOUS EDITIONS ARE OBSOLETE. Page 1 of 3

17. DIRECTIONS TO THE SITE
See attached vicinity map
18. Nature of Activity (Description of project, include ali features)
Construct a grade separation at SR 1130 (Modlin Road) and interchange at Old NC 11/ SR 1213 (Old NC I 1 Road)
19. Project Purpose (Describe the reason or purpose of the project, see instructions)
To improve the safety along the NC 11 corridor at the intersections of SR 1130 (Modlin Road) and Old NC 11/ SR 1213 (Old NC 11
Road).
USE BLOCKS 20-23 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s) for Discharge
Wetlands will be impacted by construction activities, i.e., widening of road, replacemenUextension of drainage structures.
21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards:
Type Type Type
Amount in Cubic Yards Amount in Cubic Yards Amount in Cubic Yards
Please see attached permit drawings
22. Surtace Area in Acres of Wetlands or Other Waters Filled (see instructions)
Acres 11.47 acres of non-riparian wetlands
or
Linear Feet
23. Description of Avoidance, Minimization, and Compensation (see instructions)
See attached cover letter
ENG FORM 4345, JUL 2013 Page 2 of 3

24. Is Any Portion of the Work Already Complete? �Yes QNo IF YES, DESCRIBE THE COMPLETED WORK
25. Addresses of Adjoining Property Owners, Lessees, Etc., WhOSB PCOp@Ijy AdJO1�S th8 W8t8�bOdy (if more than can be entered here, please attach a supplemental list).
a. Address- See attached mailing labels
City -
b. Address-
City -
c. Address-
City -
d. Address-
City -
e. Address-
City -
State - Zip -
State - Zip -
State - Zip -
State - Zip -
State - Zip -
List of Other Certificates or Approvals/Denials received from other Federal, State, or Local Agencies for Work Described in This Application.
AGENCY TYPE APPROVAL* �DENTIFICATION DATE APPLIED DATE APPROVED DATE DENIED
NUMBER
�' Would include but is not restricted to zoning, building, and flood plain permits
27. Application is hereby made for permit or permits to authorize the work described in this application. I certify that this information in this application is
complete and accurate. I further certify that I possess the authority to undertake the work described herein or am acting as the duly authorized agent of the
applicant.
- IZ-��- ZO/6
P SIGNATURE OF APPLICANT DATE SIGNATURE OF AGENT DATE
Nr �H�+��P ,(: t-Ff1R��S �'
The Application must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly
authorized agent if the statement in block 11 has been filled out and signed.
18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States
knowingly and willfully falsifies, conceals, or covers up any trick, scheme, or disguises a material fact or makes any false, fictitious or
fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false, fictitious or
fraudulent statements or entry, shall be fined not more than $10,000 or imprisoned not more than five years or both.
ENG FORM 4345, JUL 2013 Page 3 of 3

Transporta tion
December 8, 2016
N.C. Division of Coastal Management
1638 Mail Service Center
Raleigh, NC 27699-1638
ATTN: Ms. Cathy Brittingham, NCDOT Coordinator
Subject: Certification for DCM Consistency for the proposed improvements along NC
(Modlin Road) to east of NC 11/SR 1213 (Old NC 11 Road) Hertford County
WBS 45449.1.1
Dear Madam:
PAT McCRORY
Governor
NICHOLAS J. TENNYSON
Secretary
11 from west of SR 1130
TIP No. R-5311A
The purpose of this letter and infonnation package is to request concurrence from the Division of Coastal
Management (DCM) for the North Carolina Department of Transportation's (NCDOT) consistency certification
for the above-mentioned project. This package consists of the supporting information, half size plan sheets, permit
drawings, utility plans, and the Division of Mitigation Services (DMS) acceptance letter for R-5311A.
NCDOT proposes to construct a grade separation at SR 1130 (Modlin Road) and interchange at Old NC 11/ SR
1213 (Old NC 11 Road) in Hertford County, NC. R-5311 A is a section of R-5311 (improvements to existing NC
11, SR 1212 (Shortcut Road) and portions of existing US 13 from just south of the NC 11 intersection with NC
561 to the US 13 interchange with US 158 and NC 45). R-5311B (remai»der of R-5311 from j��st south of the
intersection of NC 11 and NC 561 to the intersection of US 13/US 158/NC 45) is currently unfunded and has a
projected let date in FY 2030. Therefore, this certification request is only for R-5311A. The NCDOT is also
submitting an application for a U.S. Army Corps of Engineers (USACE) Section 404 Individual Permit as well as
a N.C. Division of Water Quality (DWQ) Individual 401 Water Quality Certification.
NCDOT has reviewed the State's coastal program under 15 CFR 930.58 and 1 SA NCAC 07M. Specifically, we
have considered the shoreline erosion, mitigation and coastal water quality policies, and the Hertford County
CAMA Core Land Use Plan. The NCDOT certifies that the proposed activity complies with the enforceable
policies of North Carolina's approved management program and will be conducted in a manner consistent witll
such program.
If you have any questions or need additional information please contact Tyler Stanton at [phone] or
[e-mail].
Sincerely,
% � _�d��- Y� '� ���
�}n,� Philip S. Harris III, P.E., C.P.M.
T�' Natural Environment Section Head
cc: Greg Daisey, NCDCM
�Nothing Compares�_
St�te of No�yh Carolina I Department of Transportation � PDEA-Natural Environment Section
1020 Birch Ridge Drive, 27610 �] 598 Mail Service Center I Raleigh, Noiyh Carolina 27699-1593
919-707-6000 T 919-212-�785 F

Coastal Zone Consistency Certification Supporting Information for the NCDOT's Request to
Construct Improvements along NC 11 from west of SR 1130 (Modlin Road) to east of NC 11/SR
1213 (Old NC 11 Road) in Hertford County, NC. NCDOT TIP No. R-5311A.
History
R-5311A is a section of R-5311 (improvements to existing NC 11, SR 1212 (Shortcut Road) and portions
of existing US 13 from just south of the NC 11 intersection with NC 561 to the US 13 interchange with
US 158 and NC 45). R-5311B (remainder of R-5311 from just south of the intersection of NC 11 and NC
561 to the intersection of US 13/US 158/NC 45) is currently unfunded and has a projected let date in FY
2030. Therefore, this certification request is only for R-5311A; however, due to National Environmental
Policy Act (NEPA) documentation, much of the supporting information provided below pertains to the
entire scope of R-5311.
The section of NC 11, SR 1212 (Shortcut Road) and US 13 to be improved under this project were
originally part of two alternatives studied under the proposed US 13 Ahoskie Bypass project (TIP Project
R-2205). Project R-2205 would have widened portions of existing US 13 to a four-lane, median divided
facility, upgraded the highway to either freeway or expressway standards, and would also have included a
new location bypass of Ahoskie. However, Project R-2205 is no longer funded in the State Transportation
Improvement Program (STIP) and project development studies for this project have been discontinued.
Due to safety issues along the section of NC 11 and US 13 between Ahoskie and Winton, particularly at
the intersections of NC 11 and NC 561 and NC 11/SR 1213 (Old NC 11 Road) and NC 1 l, TIP Project R-
5311 was programmed in the 2012-2018 STIP. It should also be noted that in September 2010, NCDOT
closed one approach to the NC 11/SR 1213 (Old NC 11 Road) intersection to temporarily address safety
concerns.
This project has followed the NEPA/404 Merger process. The Merger process is an interagency procedure
integrating the regulatory requirements of Section 404 of the Clean Water Act into the National
Environmental Policy Act decision making process. On September 14, 2011, the merger team concurred
on the purpose and need (Concurrence Point 1) for this project. As a result, a Citizens Informational
Workshop was held on March 27, 2012. At the Concurrence Point 2 meeting, which was held on
September 19, 2012, the merger team concurred on alternatives for detailed study. The merger team
concurred on the appropriate structure types for stream crossings (Concurrence Point 2A) at a merger
team meeting held on June 18, 2013. The Public Hearing was held on June 9, 2014 in Ahoskie, NC to
obtain public input on the location and design of the project. The Least Environmentally Damaging
Practicable Alternative (LEDPA) (Alternative 1) was selected following the Concurrence Point 3
meeting, held on November 20, 2014. Finally, Avoidance and minimization measures were agreed upon
at the Concurrence Point 4A meeting held on September 3, 2015.
The NCDOT completed the Environmental Assessment (EA) October 31, 2013 in compliance with
NEPA guidelines. The EA explains the purpose and need for the project, provides a description of the
alternatives considered, and characterizes the social, economic, and environmental effects. The EA was
approved and circulated to federal, state, and local agencies. Then following the EA, a Finding of No
Significant Impact (FONSn Statement was completed December 23, 2015. Copies of the project
documents have been provided to regulatory review agencies involved in the approval process.
Additional copies are available at https://xfer.services.ncdot.gov/pdealEnvironmentalDocs/Documents/.

Project Description
The proposed action involves
interchange at Old NC ll/ SR
project length is 1.12 miles.
Avoidance and Minimization
construction of a grade separation at SR 1130 (Modlin Road) and
1213 (Old NC 11 Road). Full control of access is proposed. The total
All jurisdictional features were delineated, field verified and surveyed within the corridor for
R-5311A. Using these features, preliminary designs were adjusted to avoid and/or minimize impacts to
jurisdictional areas. NCDOT employs many strategies to avoid and minimize impacts to jurisdictional
areas in all of its designs. Many of these strategies have been incorporated into BMP documents that
have been reviewed and approved by the resource agencies and which will be followed throughout
construction. All wetland areas not affected by the project will be protected from unnecessary
encroachment. Individual avoidance and minimization items are as follows:
• No staging of construction equipment or storage of construction supplies will be allowed in
wetlands or near surface waters.
• NCDOT and its contractors will not excavate, fill, or perform land clearing activities within
Waters of the U.S. or any areas under the jurisdiction of the USACE, except as authorized by the
USACE. To ensure that all borrow and waste activities occur on high ground, except as
authorized by pernut, the NCDOT shall require its contractors to identify all areas to be used to
borrow material, or to dispose of dredged, iill or waste material. Documentation of the location
and characteristics of all borrow and disposal sites associated with the project will be available to
the USACE on request.
• All of the proposed drainage has been designed to have as little environmental and surface water
impacts as possible.
• Ditches were designed using BMP grassed swale criteria. Velocities at wetland features are non-
erosive.
• The 11,240 feet of ditches were designed using grassed swale criteria to reduce flow velocity,
promote sedimentation, infiltration and runoff attenuation.
• Sediment and erosion control devices will be utilized where appropriate.
• The use of hand clearing rather than mechanized clearing where possible.
• Considering environmental, hydraulic, and roadway perspectives, 3:1 slopes are proposed within
the wetlands where most practical.
Alternatives
Along with the No-Build alternative, a total of six alternatives were considered for R-5311. Four of the
six (Alternatives 1, 3, 5, and 6) were studied in detail. These study detailed alternatives were presented at
the June 9, 2014 formal public hearing and are described below.
Alternative 1— Freeway (Part New Location)
This alternative proposes the upgrade of existing NC 11 and SR 1212 (Shortcut Road) to a four-lane
freeway from south of NC 561 to US 13. A four-lane roadway on new location would be constructed
between SR 1212 (Shortcut Road) at US 13 and existing US 13 at its northern intersection with NC 461.
Full control of access (connections to the facility are only provided via ramps at interchanges) is proposed
for this new roadway. Existing US 13 would be upgraded to a four-lane freeway between the northern
intersection with NC 461 to south of US 158/NC 45 and interchanges would be constructed at the
2

intersections of NC 11 with NC 561 and NC 11/SR 1212 (Shortcut Road) with NC 11. All other crossing
roads would be grade separated or have their access removed and turned into cul-de-sacs. Additional right
of way would be required to construct the new road segment east of existing US 13, between US 13/SR
1212 (Shortcut Road) and the northern US 13/NC 461 intersection. As noted above, Alternative 1 was the
selected LEDPA far R-5311.
Alternative 3 — Freeway/Expressway (Existing Location)
This alternative proposed the upgrade of existing NC 11 and SR 1212 (Shortcut Road) to a four-lane
freeway from south of NC 561 to US 13. The portion of US 13 from SR 1212 (Shortcut Road) to NC 461
would have been widened to four lanes with partial control of access (one driveway per parcel). Existing
US 13 would have been upgraded to a four-lane freeway between the northern intersection with NC 461
to south of US 158/NC 45. Interchanges would have been constructed at NC 11 and NC 561, NC 11/SR
1212 (Shortcut Road), and the northern US 13 intersection with NC 461.
Alternative 5 — Superstreet (Existing Location)
This alternative proposed the upgrade of NC 11, existing SR 1212 (Shortcut Road), and existing US 13 to
a four-lane roadway from south of NC 561 to south of US 158/NC 45. Partial control of access would
have been obtained along existing US 13 between SR 1212 (Shortcut Road) and the northern intersection
with NC 461. Although an interchange would have been constructed at the northern intersection of US 13
and NC 461, a superstreet design would be utilized at the remaining intersections.
Alternative 6— Superstreet (Part New Location)
This alternative proposed the upgrade of existing NC 11 and SR 1212 (Shortcut Road) to a four-lane
roadway from south of NC 561 to US 13. A four-lane roadway on new location would have been
constructed between SR 1212 (Shortcut Road) at US 13 and the northern intersection of US 13 at NC 461,
which would have been become a grade separation. Full control of access would have been obtained for
the new location portion of the project beyond SR 1408 (Saluda Hall Road). Existing US 13 would have
been upgraded to a four-lane roadway between NC 461 to south of US 158/NC 45. No interchanges
would have been constructed with this alternative, but a superstreet design would have been utilized at the
NC 11/NC 561 and the NC 11/SR 1212 (Shortcut Road) intersections.
Mitigation
Compensation
The NCDOT has avoided and minimized impacts to jurisdictional resources to the greatest extent possible
as described above. The unavoidable impacts to non-riparian wetlands will be offset by compensatory
mitigation (1:1 ratio) provided by the North Carolina Department of Environmental Quality (NCDEQ)-
Division of Mitigation Services (DMS). An acceptance letter from DMS is attached.

Protected Species
The United States Fish and Wildlife Service (USFWS) lists two species, and the National Marine
Fisheries Service (NMFS) lists one species that are federally protected in Hertford County as of March 7,
2015 (Table 2).
Table 2. Federally prot
Scientific Name
4cipenser oxyrinchus
�xyrinchus
'icoides borealis
�'richechus manatus
E - Endangered
Northern long-eared bat
l species listed for Hertford
ommon Name
tlantic sturgeon
ed-cockaded woodpecker
Test Indian manatee
ederal Habita�
tatus Presenl
E No
E No
E No
No Effect
No Effect
No Effect
The USFWS has developed a programmatic biological opinion (PBO) in conjunction with the Federal
Highway Administration (FHWA), the US Army Corps of Engineers (USACE), and NCDOT for the
northern long-eared bat (NLEB) in eastern North Carolina. The PBO covers the entire NCDOT program
in Divisions 1-8, including all NCDOT projects and activities. The programmatic determination for
NLEB for the NCDOT program is "May Affect, Likely to Adversely Affect." The PBO provides
incidental take coverage for NLEB and will ensure compliance with Section 7 of the Endangered Species
Act for five years for all NCDOT projects with a federal nexus in Divisions 1-8, which includes Hertford
County, where R-531 lA is located.
Bald and Golden Eagle Protection Act (BGPA)
In the July 9, 2007 Federal Register (72:37346-37372), the bald eagle was declared recovered, and
removed (de-listed) from the Federal List of Threatened and Endangered wildlife. This delisting took
effect August 8, 2007. After delisting, the Bald and Golden Eagle Protection Act (Eagle Act) (16 U.S.C.
668-668d) became the primary law protecting bald eagles. Nesting and foraging habitat are not present in
the project area, nor have bald eagle nests or individuals have been seen within a 660-foot radius of the
project area.
Cultural Resources
Archaeology and Historic Architecture
As noted in the FONSI, the selected alternative will not have an impact on Historic Properties.
Additionally, in a letter dated October 15, 2015 from the State Historic Preservation Office (SHPO),
SHPO concurred with NCDOT's recommendation that no further archaeological investigation be
conducted in connection with this project since the project will not involve significant archaeological
resources.
Indirect and Cumulative Effects
A Screening Indirect and Cumulative Effects (SICE) Report for R-5311 was completed in October 2013.
A copy of the report is available upon request. As indicated on page 13 of the report, the screening
assessment resulted in a"Not Likely" conclusion. As a result, no Land Use Scenario Assessment

(LUSA) was performed. The overall conclusions of the Indirect Effects are summarized on page 16 and
the Cumulative Effects are summarized on page 18.
Other Permits
In addition to the DCM Consistency Determination, permits to be obtained for this project include an
Individual Section 404 permit and an Individual Section 401 Water Quality Certification.
Division of Coastal Management (DC1Vn General Policy Guidelines for the Coastal Area
The general policy guidelines in 15A NCAC 07M have been reviewed for applicability to this project in
its entirety. Explicitly, the .0700 rules (mitigation), and the .0800 rules (water quality) were reviewed.
This project will not affect shoreline erosion or shoreline access. However, this project will require
compensatory mitigation and impact water quality. This project has been designed to avoid and minimize
jurisdictional areas to the largest extent possible. Best Management Practices will be in place during
construction; compensatory mitigation will be provided through NCDMS.
Hertford County CAMA Land Use Plan
The Hertford County Coastal Area Management Act (CAMA) Land Use Plan Update was adopted on
January 18, 2011. This plan analyzed existing and emerging conditions by stating policies and
implementation actions in order to guide development in the CAMA permitting process. According to the
Hertford County CAMA Land Use Plan, much of the growth that the Town of Ahoskie has experienced
in recent years has been single lot and multi-lot subdivisions for new modular homes. The local planning
team also expects increased development along the Chowan River.
Additionally, the Hertford Counry CAMA Land Use Plan Update, a majority of Hertford County's land
use is agriculture and forestry operations. The county intends for development to occur in areas that can
access current and planned infrastructure. The Future Land Use Map shows a majority of the NC 11/iJS
13 corridor in the study area slated for rural development; the area of the corridor just north of the
northern NC 461 intersection with US 13 and southeast of the Town of Winton is marked as developed.
Properties within the rural development area generally have access to limited services such as county
water, police, and fire protection. As such, land uses cannot support a high density of uses without
extension of full municipal services. Rural development areas are allowed a residential density of 2 units
per acre, with an average of 30% lot coverage.
After reviewing the various policy statements, NCDOT concludes that this project is consistent with the
Hertford County CAMA Land Use Plan Update.
5

Mitigation Services
ENVIRONMENTALOUALITY
�.AT MccxoxY
Gorrrnvr
DONALD R. i�AN DER VAART
s«<�r«,,
October 14, 20I6
Mr. Philip S. Harris, III, P.E., CPM
Project Development and Environmental Analysis Unit
North Carolina Department of Transportation
1598 Mail Service Center
Raleigh, North Carolina 27699-1598
Dear Mr. Harris:
Subject: Mitigation Acceptance Letter:
R-5311A, US 13 / NC 11 Improvements from west of Modlin Road to east of NC 11
/ SR 1213 (Old NC 11)), Hertford County
The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will provide
the compensatory wetland initigation for the subject project. Based on the information supplied by you on
October 13, 2016, the impacts are located in CUs 03010203 and 03010204 of the Chowan River basin in the
Northern Outer Coastal Plain (NICP) Eco-Region, and are as follows:
Strcam and River CU Eco-
Wctlands Basin Location Regiou Cold
details.
Impacts � Chowan � 030]0203 � NOCP
Stream
Cool ! Warm
�Vetlands
Riparian Nan- Coastal
Riparian Marsh
0 10.85 0
lmpacts � Chowan I 03010204 I NOCP � 0 ! 0 I 0 I 0 � 0.62 � 0 �
e of the stream and wetland impacts may bc proposed to be mitigated at a 1:1 mitigation ratio. See permit application for
Currentl��, DMS does not ha��e non-riparian ���etland mitigadon credits available in Chowan
0301020�4 and proposes to utilize non-riparian �i�etland credits from Chowan 03010?03. DMS commits to
implementing sufficient cornpensatory wetland mitigation credits to offset the impacts associated with this
project as determined by the regulatory agencies in accordance with the In-Lieu Fee Instrument dated July 28,
2010. If the above referenced impact amounts are revised, then this mitigation aceeptanee letter will no longer
be valid and a new mitigation acceplance letter will be required from DMS.
8420.
cc:
If you have any questions or need additional infonnarion, please contact Beth Harmon at 919-707-
Since , ,
�� � �
James S anfill
Credit a � gement Supervisor
Ms. Tracey Wheeler, USACE — Washington Regulatory Field Office
Ms. Amy Chapman, NCDWR
File: R-5311A
State of North Carolina Lmiro�mental Quality Mitigation Services
1652 MaiJ Sen ice Center � 217 W. Jones Stree4 Suite 3000 � Raleigh. NC 27609-16i2
914 707 8976 T

Project:
Date:
Location:
Time:
R-5311A 4B Meeting Minutes
3/21/2016
_./
Enc�irt�erin�
R-5311A (US 131NC11 AT NC 111SR 1212 (SHORT CUT ROAD) AT NC 111SR 1213 (OLD NC 11 ROAD)
February 18, 2016
NCDOT Structures Conference Room CCA
8:30AM
Minutes Authored by: Kyle Stoffer, ICA Engineering
Attendees: Paul Atkinson- NCDOT Hydraulics
Craig Freeman- NCDOT Hydraulics
Nishont Shah- NCDOT Hydraulics
Jay Mclnnis- NCDOT PDEA
Tracey Wheeler- USACE
Jim Hauser- NCDOT NES
Garcy Ward- NCDENR DWR
Mark Staley- NCDOT REU
Cathy Brittingham- NCDENR DCM
Tina Snell- NCDOT RDWY
Tyler Stanton- NCDOT NES
Gary Lovering- NCDOT RDWY
Keith Paschal- NCDOT SMU
Larry M. James- NCDOT Utilities
Travis Wilson- NCWRC
Trent Cormier- ICA Engineering
Kyle Stoffer- ICA Engineering
[e-mail]
[e-mail]
[e-mail]
[e-mail]
[e-mail]
[e-mail]
[e-mail]
[e-mail]
[e-mail]
[e-mail]
[e-mail]
[e-mail]
[e-mail]
[e-mail]
[e-mail]
[e-mail]
[e-mail]
Agencies expressed concerns with the large proposed ditch lines along -Y1- and -Y2- and their prospective impacts to the
wetlands. It was stated the project drainage design should ensure all proposed ditch depths and geometries be comparable to
existing conditions to minimize wetland impacts. It was stated by Trent Cormier that the proposed drainage design limits
hydraulic trespassing and maintains existing hydraulic and hydrological conditions.
Plan Sheet 4: It was requested by Tracey Wheeler to move outfall node 0508 and the riprap pad outside the wetland boundaries
to minimize wetland impacts.
Plan Sheet 5: It was stated by Trent Cormier a proposed ditch along alignment -EL- (Sta. 320+00 to 322+91 LT not shown in
plans) had been added in response to NCDOT Hydraulics review comments. It was also stated the ditch does not require a
riprap pad at the outfall into the wetland due to a flat slope and a non-erosive flow velocity.
Plan Sheet 6: No comments or concerns
Plan Sheet 7: Trent Cormier explained the proposed drainage design had changed in response to NCDOT Hydraulics review
comments in the gore area between -Y2RPB- and -Y2LPB- and gore area between -Y2LPD- and -Y2RPD-. The 36" RCP
equalizer pipes had been replaced with drainage boxes and outlets (not shown in plans). Tracey Wheeler requested the riprap
pads located in the wetlands within -Y2LPD- and -Y2LPB- loops be eliminated or reduced in size if possible. Trent Cormier
stated the riprap pads at these locations were required to ensure non-erosive flow velocities and were sized based on NCDOT
standards.
Plan Sheet 8: No comments or concerns.
Plan Sheet 9: No comments or concerns.
Plan Sheet 10: No comments or concerns.
Plan Sheet 11: Garcy Ward questioned what happened to the flow in the ditch along -Y2- at Sta. 70+00 LT downstream of the
18" RCP driveway pipe. Trent Cormier stated based field recon the flow reenters the wetlands downstream of the driveway pipe
located at Sta. 70+00 LT along -Y2- and this location is outside the project area.

Pro�ect:
Dake:
Location:
�"ime:
Fir�al R-5�11A 4C Mee#ing Minutes
s,r���zois
�,�
Engineering
R-53'�1A �US 13lHC'E1 AT NC 1115R'��12 (SHqRT CUT R�AD) AT HC 11lS� a2'!3 �OL� NC �i �iaAD}
Avgusk 17, 3016
NCD4fi Hydntulics Confgrence Roam CC6
'11:OOAM
Minutes Aukhored by: Kyle StofFer, ICA Engineering
Attendees: Paul Atkinson• NCDOT Hydraulics
Graig Freeman- NCDOT Hydraulics
re
Monte l�attheu�rs•USAC�
Pareshkomar Fatel- M�Q(}T STIIP
Jay Mcfnnis• NCDOT PDEA
Kyle Bames• USACE
Carlas Moya•Astudill• NCDC3T TPQ
Gr� aaisey- �1CDENR DCM
Mark Staley NC�OT R�IJ
Cathy Briltingham- NC�1�hli� DCM
5cokt Emory- NC�OT RE DiV 1
Chris Rivenbark• NCDOT NES
Gary Lavering- NCDd7 RDWY
Amy Chapman-NCDENFi UEQ
Larry M. James- NC�OT Ukilities
Kifah Kamil- NCDOT lltilities
David Fuh- ICA Engineenng
Kyle StoFfer- ICA En�ineering
f� �
patkinson�ncdot.gav
cafr�emar�ncdot.ga+r
rnorrte.k.mattherws@��sace.aemy.mil
pb�[e-mail]
jmcinnis@ncdot.�DY
kyle,w,[e-mail]
cemoya�ncdflk.gov
greg,daisey�ncdenr.gov
mskad�ey��acslot.gov
cathy.brit�ingharr�ncdenr.gov
semory�ncdot.g4v
crivenbark�ncdat.gov
glovering�ncdot.gor►
amy.chapman�ncdenr.gav
Imjames�ncdot.gov
kkamil�ncdot.gov
david.fuh�hdrinc.com
kyle.stoffer�a hdrinc.com
Mark 5taiey, Amy Ci�apman, and 5cott Emory stated the impacls not within the woads lin� thal a�e curren8y designated as
mechanized cfearir�g s�oufd t�e reviewe� to dete�ine if they may be designated as har�d efearing to reduce mitigat�on
requirements. Post meeiinq Larry James r�quested tf�e uUl'rty impacts to be shown and quantified separately fmm the roadw�y
umpacts. ICA Engineering will coordinate wit� Ehe NCDOT Ut+lities Unit for c4arificat�on ofi plan requirennents, Kyle Bames and
Amy Chapman expresse� arncerns u�th #he �aroposed ditc#i lines alflng -Y� - and -Y2- and thear prospec�ive ir�pacts ko tMe
we�ar�ds. li v�as stated by K��e St�ffer and Pauf Atkins�n �at the prajec# drain�e di�c� d�sign �9eptfias and gea�net�i�es ar�
camparabl� to the existing conditions tn minimize weEland impacts and maint�ins existing hydraulic and hydrological conditians.
Stam�water Management Plan Sheet: No comrnents or conoems.
Title 5he�t; NQ aommenis or ooncems.
Plan Sheet 4: Sike 9, the clearing hatching is missing frorn outside dii�h edge to the proposed right nf w�y boundary. Mark
Staley r�quested the impacts not in woods line should be reviewed if hand cEearing is possible instead of inechanized dearing.
Post meeting Chris Rirrenbark had concerns if the fill slope ai Site 1 aEDng alignment -EL- (Approx. 311+507to 312+75 LT) is
needed. After review by ICA Engineering and NGDf}T Hydraulics Unit it was determined the fill slope was not need to facilitate
drainage and has been removed �s an impact.
Plan Shee� X-24a No c�mments ar concer�s.
P1an Sh��# 5: Sit�e 3, �hris Rivenbark asksd if the proposed ditch could be pul]ed back and outlet to natural ground to elimznate
r�echanizeci clearir�g, Ky9e Stoifer stated the propased ditch is d�sign� to �cr�mmodate the final future cor�dibon arad the ditc�
needs ta tie tv th� uvefianti to maintain tia exis�ng draina�ge pattern. Post meeting Chris Rivenbark asked if t�e proposed ditch
outfall cauld tie back inio the existing dit�h line before it enters fhe wetlands to avoid impac;tts. Ai%r a review by ICA Engineering
the last 50 feet of ths pnoposed �itch was revise�i to tie inta the existing ditch line and avoid all we�and impact� fvr the current
design.
Plan Sh�et X-7: No comments or cmnoems.

Plan Sheet 7: Scatt Emory and Amy Chapman requested to revise the mechanized clearing to hand clearing outside the woods
line around the interchange at Site 4, S�te 5, Site 6, and Site B. �C14 Engineering wilf revise and ta�ulate all proposed mech�nized
clearing oukside the woods line to hand clearing. Post meeting Chris Rivenbark and agenaes a8ked if the fill slopes at the grade
separation wauld e�end as far as is shawn on #he permit drawings at Site 5& fi. ICA Engineering has 000rdinated between the
Roadway Dpsign and Siructures Nianagement lJnit to verify �he 611 slopes and transiiion to the overpass slope proie�tion. The
permi#s have b�n r�vised and the impacts h�ve been r�uc�ed at Site 5 to minimize the irt�acts, The impacts at Site 6 remain
ur�changed due to Detour i des�gn.
P�an Sf�eet X•15: No cammertts or �noems.
Plan 5heet X•SB: No camments ar concems.
Plan Sheet X-51 � No comments or concems.
P�an S�e�t X-43: No commenfi� ar ccyrtr,�ms,
PF�n Sheef X-�: No camrr�;nts or concerns.
Plan Sheek 8: No comments or concems.
Plan Sheet 10: Post meeting Larry James steted only roadway impacts are to 6e shawn �nd tabulated in the permit padeag�.
ICA Engineering will revise the permit drawings at Site 9 to anly show roadway impacts. Any impacts from the proposed utility
ins#allations vrill be coordina�d lhrtwgh the lVCDQT U6lities Unit and 1 CA Eng�ne.ering will submit a separate �rmit package.
PEarE Sfteet X 33: No canmenls ar conrems.
Rlan Sheet 11: No oamments or ooncems.
Wetland Permit Impact Summary Sheet; ICA Engineering will update the permit package based on requested mechanizBd tn
hand clearing changes and tabulate impacta for the roadway impacts anly.

E lif;h�ve1)r North Carolina Department of Transportation
�tc�r�z��v�wlF•r
,, Highway Stormwater Program �
STORMWATER MANAGEMENT PLAN .
(Version 2.02; Released April 2015) FOR NCDOT PROJECTS
WBS Element: 45449.1.2 TIP No.: R-5311A County(ies): Hertford Page 1 of 1
General Project Information
WBS Element: 45449.12 TIP Number: R-5311A Pro'ect T e: Roadwa Widenin Date: 9/28/2016
NCDOT Contact: Matthew Lauffer, PE Contractor / Desi ner: Trent Cormier, PE, CPESC, CPSWQ
Address: NCDOT Hydraulics Unit Address: ICA Engineering
1590 Mail Service 5121 Kingdom Way, Suite 100
Ralei h, NC 27699-1590 Ralei h, NC 27607
Phone: [phone] Phone: [phone]
Emaii: mslauffer ncdot. ov Email: trenton.cormier hdrinc.com
Cit ITown: Ahoskie Count ies : Hertfard
River Basin s: Chowan CAMA Count ? Yes
Wetlands within Project Limits? Yes
Pro'ect Descri tion
Pro'ect Len th lin. miles or feet : 1.12 Surroundin Land Use: Agricultural and Low Residential
Pro osed Pro'ect Existin Site
Pro'ect Buift-U on Area ac. 38.0 ac. 8.3 ac.
Typical Cross Section Description: NC HWY 11 & Short Cut Road (SR 1212): 2 paved lanes (total 24' wide), 8' shoulder on NC HWY 11 & Short Cut Road (SR 1212): open shoulder section, 2 paved lane (total
each side (13' with guardrail), 4' paved. Varying fill and cut slopes (see project XSC's for 32' wide); Modlin/Modlin Hatchery Road (SR 1130): open shoulder section, 2 paved
detailed information). Modlin\Modlin Hatchery Road (SR 1130): 2 paved lanes (total 24' lane (total 25' wide); Old NC 11 (SR 1213): open shoulder section, 2 paved lane (total
wide), 8' shoulder on each side (11' with guardrail). Varying fill and cut slopes (see 24' wide).
ro'ect XSC's for detailed information
Annual Avg Daiiy Traffic (veh/hr/day): Desi n/Future: 10,667 Year: 2036 Existing: 7,333 Year: 2016
General Project Narrative: The North Carolina Department of Transportation (NCDOT) has proposed to construct an interchange for and widen NC 11 in Ahoskie, NC. There are no proposed major
(Description of Minimization of Water structures involved with the construction of the NC 11 Bypass. All of the proposed drainage has been designed to have as little environmental and surface water impacts as
Quality Impacts) possible. Ditches were designed using BMP grassed swale criteria. Velocities at wetland features are non-erosive.11,240 LF of ditches were designed using grassed swale
criteria to reduce flow velocity, promote sedimentation, infiltration and runoff attenuation. All proposed utility impacts and quantities will be shown is in a separate drawing.
Waterbod Information
Surface Water Bod 1: NCDWR Stream index No.:
NCDWR Surface Water Classification for Water Body Primar Classification:
Su lemental Classification:
Other Stream Classification:
Im airments:
A uatic T&E S ecies? Comments:
NRTR Stream ID: Buffer Rules in Effect:
Pro'ect Includes Brid e S annin Water Bod ? Deck Drains Dischar e Over Buffer? Dissi ator Pads Provided in Buffer?
Deck Drains Dischar e Over Water Bod ? (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
(If yes, provide justification in the General Project Narrative) General Project Narrative)

.,
�
V
W
O
�
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�
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•,
�
V
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V
See Sheet 9A For Index of Sheets
See Sheet 9B For Conventlonal Symbols
: . : : : . . : . : . : � : . : : .SITE:1--
:::::::::....: �
TARBORO -
�--
BEGIN TIP PROJECT R-
—EL— POT STA 310 + 00.00
NOTES:
5`��`�'I� �]F� ����1[`°�II ��" �.����1[ �� �
�������� �� ��������
HERTFORD COU1�lT�'
LOCATION: WEST OF MODLIN ROAD TO EAST OF
NC IUSR 1213 (OLD 1VC 11 ROAD). C011lSTRUCT GRADE
SEPARATION AT SR 1130 (MODLIN ROAD) A111D
INTERCHANGE AT OLD 111C Il/SR 1213 (OLD 111C Il ROAD).
TYPE OF WORK GRADI11lG, PAVI11lG, DRAIIVAGE A111D STRUCTURES
6EGIN CONSTRUCTION
—ri— rv� ai,v so+e�.uu
BEGIN CONSTRUCTION
—r�— rvi �iH 3Utl/.3V=
—DETI— PC STA 10+00.00
STATC TATF, PROJFFT RP,FSRP,NfE NO. �p
���� R-5311A _ �
45449'1.2 � NHF-0013��� oEPEon
45449.2.FS1 ' NHF-0013(37) . fLW
" ' ' : : END TIP PROJECT R-5311A
:• �-Y,2-- PT STA 23 + 91.20 L.B. _
: : : : : : EL= ;P¢Z: STA 368 + 91.18 L.A.
...................
.......................
O ' � . . . . . . . \.ENU' BRIDGE' � . . . . . . . . . . . . . . . . �
_ , : : : : : : : : : : -. .—: .OT STA 5d + 60.08 : : : : : : : ' '
.......................
• • • • fNfl •CONSTR' �TI�'1,N : : : : : : ' �
:.....
. . . . . . . . . . . _Y2— �POT• SFA • 69 + �30.00; ; '
,' a�''' :::::::::::::::::::::::::'
7 .�:::::�::::::�::::::::�::•;:.
GLI
THIS IS A CONTROLLED ACCESS PROJECT " " • • • " " " " " " " " ' �
WITH ACCESS BEING LIMITED TO INTERCHANGES. : ; ; ; : : : : : : : : : : : : : : : : : : : : : : : '
CLEARING ON THIS PROJECT SHALL BE PERFORMED : : : : : ' : : : : : : : : : : : : : : : : : : : ' PERMIT DRAWING
TO THE LIMITS ESTABLISHED BY METHOD III. SHEET 1 OF 19
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. wETLAND AND SURFACE WATER IMPACTS PERMIT DOCUMENTNOTCONSIDEREDFINAL ��LI�vIINA�Y9TPLA�T$
UNLE55 ALL SIGNATURES COMPLETED
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Preparedfo�the '�� ;iziK;�,Ra�n,w���, �'DRAULICS ENGINEER
North Carollrta Depor7ment s�,�re iuo
ADT (2017) = 7,500 of Transportatlon adi�,�xh,vcz�ea�
50 25 0 50 100 /n tle offlce of: � C01iae'e�°� "�°�`" EiO�p
Engineering oF �e
ADT (2037)= 10,830 �� c.r,�
PLANS K = �O % 2012 STANDARD SPF,CIFICATIONS �! �!�
D= 55 % LENGTH ROADWAY TIP PROJECT R-5311A = 1.116 MILES DENA C. SNEAD, PE PE � s
S[GhAT[/RE: rw .
50 25 0 50 100 T— 26 %* TOTAL LEIVGTH TIP PROJECT R-53IIA = 1.116 MILES �GHT OF WAY DATE: PROJECT ENGINEER ROADWAY DESIG1v � o
ENGINEER
V= 60 MPH JUNE 17, 2016 JORDAN C. BOND �_ .�<
PROFILE (HORIZONTAL) * �ST =22% DUAL 4%
l0 5 0 70 20 FUNC CLASS = ARTERIAL
REGIONAL TIER
saT��.
�EErs
PROfECT DES7GN ENG7NEER
LETTING DATE:
JUNE 20, 2017 GARY LOVERING PE
ROADWAY DES7GN - PROJ6CT ENGI.NEER
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c '4 ��� �, � �� �`�� t �� � t� $ ��
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WETLAND PERMIT IMPACT SUMMARY
WETLA D IMPA T URFA E WATER IMPA T
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
1 -Y1- 24+35 RT TO -Y1- 18+57 RT ROADWAY FILL & BASE DITCH 0.74 0.15 0.03 0.11
2 -Y1- 20+15 TO 24+05 LT ROADWAY FILL & BASE DITCH 0.45 0.08 0.09 < 0.01
3 -L2- 10+26 TO 12+07 RT ROADWAY FILL 0.02
-L2- 11+77 TO 15+94 LT, -Y2RPB- 10+58 LT TO -Y2- 45+86
4 RT, -Y2- 44+g4 TO 50+53 RT ROADWAY FILL , BASE DITCH & SPECIAL CUT DITCH 3.84 0.17 0.28 0.18
5 -Y2- 45+32 TO 50+08 LT ROADWAY FILL & BASE DITCH 0.77 0.13 0.02 0.08
6 -Y2- 55+87 TO 62+10 RT ROADWAY FILL & BASE DITCH 0.61 0.33 0.13 0.02
7 -Y2LPD- 10+00 TO 19+10 ROADWAY FILL & SPECIAL CUT DITCH 2.44 0.03 0.29 0.03
8 -Y2- 36+33 TO 40+79 RT ROADWAY FILL, BASE DITCH & 24" RCP 0.17 0.12 0.04 0.05
9 -Y2- 33+39 TO 40+33 LT ROADWAY FILL & BASE DITCH 0.25 0.16 0.15 < 0.01
TOTALS*: 9.27 1.17 1.03 0.50
*Rounded totals are sum of actual impacts
NOTES:
2013 10 24

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..
.
.
.
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See Sheet � A For I ndex of Sheets
See Sheet 9 B For Conventl onal Sym6o1 s
BEGl11t TIP
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TO
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5TATE 5TATE PROdECT REFERENCE NO. SHEET TOTAL
NO. SH6ET3
���� R-5311A � �
3TATE PROJ. NO. F. A. PRO]. N0. DE$CRIPTION
45449.1.2 N H F-4013 3 7 P. E.
L4CATl011t: WEST OF MODLI11t RDAD T� EAST OF 11�C Il/SR IZ13 {aLD 11tC 11 R�AD). C411tSTR UCT GRADE
SEPARATID11t AT SR I13� (1�l4DLI11t R�AD) A11tD I11�TERCHA11tGE AT �LD 111C ll/SR IZl3 {4LD 11�
� TYPE aF WORK: RELOCATl011t OF UTILITY LI11tES
�
� BEGIN CONSTRUCTION
sat u�.uu
NOTEs:
THIS IS A C�NTROLLED ACCESS PROJECT
WITH ACCESS BEING LIMITED TQ INTERCHANGES.
CLEARING ON THIS PRQJECT SHALL BE PERF4RNIED
TO THE LIMITS ESTABLISHED BY METHOD III.
BEGIN C4NSTRUCTION
—Y2— PQT STA 30 + 17.3 �_
—DETI— PC STA 10 + 00.00
CONSTRUCTIQN
- POT STA 29 + 35.49
—Y2— PQT STA 51 + 6Q.os
END C�NSTRUCTION
Y2— POT STA 65 + 4Q.00
TIP PR UJECT R-53I1A
PT STA 23 + 91.20 L.B. _
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UNLESS ALL SIGNATURES COMPLETED
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INC�11►�l�lL]ETIE PLANS
D4 NOT USE FOR R/ W ACQUI5ITION
GRAPHIC SCAI�ES Prepared for tl�e HI'DRAUI�ICS E11�GI11�EER
DESIG11l DATA PROJECT I�E11lGTH North Carolina ��rtment 5121Su�t�ioa way,
50 25 Q 50 104 ADT 2 a17 7 500 of Transportation Raleigh, NC 27607
` � ► i!? tl �E Of f iCB Of: - � NC License Na� FtQ2fi8 ���
Eng�neer�ng �� �� �
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D= 55 % ��GTH ROADWAY TIP PROJECT R-5311A = l.116 MILES DENA C. SNEAD, PE P�• � �
SrGxAT[rxs: �a �
50 25 0 50 100 T= 26 0�0 * TOTAL LE1I�GTH TIP PROJECT R-5311A = l.116 MILES ���' OF WAY DATE: PROJECT EXGINEER ROA.DWAY DESIG11t � �
V= GO MPH JUNE 17, 2416 JORDAN C. BOND ENGI11tEER �� ��
PROFILE �HORIZONTALJ *�ST =22% DUAL 4°/a PROJECT DESIGN ENGI11lEER
E �,' ���
10 5 0 10 20 FUNC CLASS = ARTERIAL LETTING DATE: �� �����
GARY LOVERING, PE
REGIQNAL TIER JUNE 20� ZO�7 ROADWAY DESIGN —PROJECT ENGINEER
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9P� -w -------- �. y �j
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85' RT ��
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MICHAEL LEE MORR15105' �T
AND WIFE
� JOY 5. MORI�IS 1 �
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5S8 S� ° ,i
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FENCING SH4ULD BE
PLACED AT LOCATIONS DEEMED
APPROPRIATE BY THE ENGINEER.
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FOR Yl- PROFILE, SEE SHEETS 14 & 15
FOR -DRI- PROFILE, SEE SHEET 19
FOR -DR1A- PROFILE, SEE SHEET 18

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PI Sta 11 f38.30
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D = 1° 09' 43.9"
L = 276.52'
T = 138.30'
R = 4,930.00'
SE = 0.02
V = 45mph
D E N OTES HAN D FAITH HALL PAIGE HEIRS
CLEARING
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5121 Kingdam Way,
Suite 100
Raleigh, NC 27t507
NC License No: F-0258
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PROJECT REFERENCE NO. SHEET NO.
R-5311A NES-05
R1W SHEET NO.
ROADWAY DESIGN HYDRAULIC5
ENGINEER ENGINEER
INC�N�PL]E�IE 1�L�1�TS
DO NOT USE FOR R/ W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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N 43+02.66 -ELI-
ECM IS 0.50' +q q - I- � 100.00'
� FROM R/W 99.55' (MON) � EXISTING R/W �
ECMI � ECM
W���S -YZ- 38+qg,p3 -ELI- 43+02.71 -ELI-
+II 100.00' 1 99.84' (MON) 0
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� � � 20+ � -DET 1- c�
EXISTING R/W o �1 38+38.97 -ELI- �j r, �
�� 50.00' �r1
���;�;� . . . . . . . . . . . . . �;-��;������;� - - - - . . . . . . . . . . . . . . +� �;.r � - - - -
-- -- -- -- �- -�
- - . .. . .. .. .. .. .. .. ..
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- - - - - - - - -
, ,► j �',�i�►IV�7�il �611' iJ�'iGiJ � H
�~ NC NWY !I - 24'BST � Power Pole Power Pole Pawer Pole � W
J Sta 16+34.96 Sta 16+50.37
f Sta 15+57. 45 f Ofifi 98. 26 R Dff 99.13 RT + + �� '-�yy p- 2q, g� + �_
_ NC M+VY I! - 24' BST �_ Off 5B. fi8 R _� Off 120.62 R Off 128.41 RT Off 140.43 RT N
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�ANDON �� rr ABANDON ABANDON NOON W W
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EXISTING R/W � �- � � �
1� `r 3 � Sta 16+84.
� L l � �`� 1 Sta 18+58.60 Off 125?fiBBRT Off 13076 sRT
� g � f � �Oj ' Off 110.fi1 RT ���1 -- -- -- -- -- V
.. -- -- .. .. --
Off 101 00 R
� � � � � � � . .. .. ..
-- -- �� - . . . _
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�j � Sta 15+43.64 ,� � Sta 20+47.71
� `" � � ��''�''� � Off 85.31 RT +is.z ���0 N F L s a o r v F L es � Off 144.06 RT
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� � � ��' �TU 8 FO LTNES
��� � � % � � +Y �\ \ �` EXISTWG R/W
� �' Sta 16+g3.45 5ta 19+07.27 � pppp 0�� �W r�!
WQ��s �' � Overhead Power Telephon 5.30�-ELI- ;� � 1 Off 131.36 RT �] Ofifi 143.34 RT � Sta 2D+46.10 �4�v 8 Fp �TNEs
��-�-��� w000s � CATV Fiber Optic Lines �. '°°.°°' �� �\..1 �' Off 152.43 RT
� "� Sta 16+26.11 76+63•�1 � \ Sta 20+34.97 � � �
� P r Pole .a Off 127.44 RT Of 130.14 RT �� '.1 � Off 164.71 RT � ��
� + +o �\ � 1
Off 112.77 RT � �` �• � � 43+83.62 -ELI-
�_ iao.6z•
FAITH HALL PAIGE HEIRS � `� \ 43+83.65 -ELI-
ti � ' iai.ia' (MONI
oN JAMES E. RCE. JR. �� -Y2-
�� STEPHANIE HOLLEY COTTON �1 � AN� JOCE PL BAGELY ECM 41+q7.10
Overhead Power Tele,phon
� �1 CATV Fiber Optic Li�es
UTILITY IMPAC� SITE 4 �
� ��
�, � � �
�� �. 96 Acres ,
�� � i
� � � FENCI SHOULD BE
�
" � � PLACED AT LOCATIONS DEEMED �
� � APPROPRIATE BY THE ENGINEER. 1
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S

WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
1 -Y1- Sta 21 +32.65 Power Pole <0.01
1 -Y1- Sta 23+91.80 Power Pole <0.01
1 -Y1- Sta 21 +00.00 to Sta 24+19.02 Maintained Utility Easement 0.086
2 -Y2- Sta 47+11.66 Power Pole <0.01
2 -Y2- Sta 49+88.14 Power Pole <0.01
2 -Y2- Sta 56+41.50 Power Pole <0.01
2A -Y2- Sta 47+05.02 to Sta 50+67.20 Maintained Utility Easement 0.213
2B -Y2- Sta 55+91.91 to Sta. 58+00.00 Maintained Utility Easement 0.051
3 -Y1- Sta 20+18.81 to Sta 21 +00.01 Maintained Utility Easement 0.011
4 -DET1- Sta 15+43.64 to Sta 16+63.11 Maintained Utility Easement 0.080
4 -DET1- Sta 16+84.52 to Sta 20+47.71 Maintained Utility Easement 0.216
4 -DET1- Sta 16+30.36 Power Pole <0.01
4 -DET1- Sta 17+70.14 Power Pole <0.01
4 -DET1- Sta 19+08.94 Power Pole <0.01
4 -DET1- Sta 19+82.84 Power Pole <0.01
TOTALS*: <0.01 0.66
*Rounded totals are sum of actual impacts
NOTES: 6.25 sqft of permanent fill per power pole. 9 proposed poles located within wetland boundaries.
Total: 56.25 sqft = 0.001 ac.
<0.01
� Revised 2013 10 24

• �
See Sheet 9 A For I ndex of Sheets
See Sheet 9 8 For Conventi onal Symbol s
BEGl11l TIP PR QJECT R-
EL- POT STA 3l4 + QQ. o0
NOTES:
TO
TARBORO
THIS IS A C4NTR4LLED ACCESS PR4JECT
WITH ACCESS BEING LIMITED TO INTERCHANGES.
� " I' . �� � I � I ��� (i) I �� ` \� C�) I'� ' I � I I � . .,� I'� (�) I . I \� . ��.
II)I ��I�IC�)\� (�)I��' 1-I It ��1-I ��'.�� �"�
L4CATI011t: WEST �F 1�ODLI11t RDAD TD EAST 4F
11 tC ll/SR 1213 (4LD 111C ll R DAD}. C011 tSTR UCT GRADE
SEPARA T1411 t A T SR 1130 �MODLIII t RQAD) A11 tD
I11tTERCHA11tGE AT �LD 11tC 11/SR 1213 (4LD 11tC ll R4AD}.
TYPE OF WORK: GRADl11tG, PA Vl11tG, DRAIII�AGE A11tD STR UCTURES
CONSTRUCTION
—r i— rvc. � i P► sa t u�.uu
BEGIN CONSTRUCTION
Y2— POT STA 30+17.30=
—D ETl— PC STA 1 Q+ QQ.OQ
END CONSTRUCTION
—DETI— POT STA 29 + 35.49
D BRIDGE
END C�NSTRUCTIQN
Y2— POT STA 65 +4D.40
STATE STATE PROJECT REFERENCE NO. S��T TOTAL
NO. 3HELT5
�4�� R-5311A �
STATE PROJ. NO. F. A. PRQJ. NO. DESCRIPTION
45449.1.2 NHF—OQ13 37 P.E.
45449.2.FS1 NHF-0013�37� R1W
E11tD TIP PR4JECT R 5311A
-L2- PT STA 23 + 91.20 L.B. _
EL- P�T STA 368 + 91,18 L,A.
ro
w�NroN
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES C�MPLETED
GRAPHIC SCALES Prepared for the HI'DRAULICS E11�GI11tEER
DESIG11t DATA PROJECT I�E1I�GTH Norfh Carollna Departmoent 51zi$xin�ipo way,
50 25 0 50 100 ADT 2 Q17 7 54� ot' Transportatlon xaie�n, NC 27607
� � _ Ra
► !n tiae offlce of: E n g i n ee ri n g NC Licenee No� F•D268
ADT �2437�= 10,830 �� �� ���p� ��
P L/S1 N S K = � O ��O 2012 STANDARD SPECIFICATTONS �� ����
D= 55 % �xGTH ROADWAY TIP PROJECT R 5311A = l.116 MII�ES DENA C. SNEAD, PE SjGNATURE: P�' � �
50 25 0 50 l00 T= 26 �/o * TQTAL LE11lGTH TIP PRDJECT R S3llA = l.116 MILES �GHT 4F WAY DATE: pROJECT ENGI11fEER ROADWAY DESIGN � �
V= GO MPH JUNE 17� 201Ci JORDAN C. BOND ENGI11tEER
��� ���
PROFILE �HORIZONTAL} *�ST = 22% DUAL 4% PROJECT DESIGN ENGINEER ��� p�����
l0 5 0 l0 20 FUNC CLASS = ARTERIAL LETTING DATE: �
REGIONAL TIER JUNE 20, 2017 GARY LOVERING, PE
ROADWAY DESIGN — PROJECT ENGINEER
PROFILE (VERTICAL) P�•
SIGNATURE:

L[ J
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co
�
�
�
�
.
BQUNDI4RIES 14ND PROPEIZTY,•
State Line
County Line --- ----
Township Line -- --
City Line - -
Reservation Line - -
Property Line
Existing Iron Pin EO
Property �orner �
Property Monument 0
Parcel/Sequence Number i23
Existing Fence Line -x x x-
Proposed Woven Wire Fence
Proposed Chain Link Fence
Proposed Barbed Wire Fence
Existing Wetland Boundary - - - -w�B- - - -
Proposed Wetland Boundary w�B
Existing Endangered Animal Boundary EAB
Existing Endangered Plant Boundary EPg
Existing Historic Property Boundary HPg
Known Contamination Area: Soil -�-- 1• --
Potential Contamination Area: Soil -�--�--
Known Contaminatian Area: Water -�--�--
Potential Contamination Area: Water -�--�--
Contaminated Site: Known or Potential '�' �
BUIIDINGS �4ND OTHER CULTUR�:•
Gas Pump Vent or l� Tank Cap o
Sign �
We I I °
Small Mine �'
Foundation 0
Area Outl ine
Cemetery fi
Building
School �
Church �
Dam
HYDROLOGY.•
Stream or Body of Water --- ---
Hydro, Pool or Reservoir �__ _�
Jurisdictional Stream �S ... —
Buffer Zone 1 Bz �
BufFer Zone 2 Bz z
F I ow Arrow �--- ---
Disappearing Stream �--- ---
S pri ng C��-..��-�-�
Wetland �
Proposed Lateral, Tail, Head Ditch
� FLAY
False Sump �
����� �� ����� ��������g �������� �� ���� V`IY ���
Note: Not to Scale *S. U.E. = Suhsurface Utility Engi�aeering
R�4ILR0�4DS:
Standard Gauge
RR Signal Milepost
Switch
RR Abandoned
RR Dismantled
RrcxT oF iv��•
Baseline Control Point
Existing Right of Way Marker
Existing Right of Way Line
Proposed Right of Way Line
Proposed Right of Way Line with
Iron Pin and Cap Marker
Proposed Right of Way Line with
Concrete or Granite R1W Marker
Proposed Control of Access Line with
Concrete C/A Marker
Existing Control of Access
Proposed Control of Access
F�cisting Easement Line
Proposed Temporary Construction Easement -
Proposed Temporary Drainage Easement
Proposed Permanent Drainage Easement
Proposed Permanent Drainage / Utility Easement
Proposed Permanent Utility Easement
Proposed Temporary Utility Easement
Proposed Aerial Utility Easement
CSX TRANSPORTATIDN
0
MILEP05T 35
0
�rr��
� � � �
�
0
�i:a'
�'.%
Proposed Permanent Easement with
Iron Pin and Cap Marker
R0�4DS �4ND 1eEL�4TED FE�4TURES:
Existing Edge of Pavement —
�� ,0
in� �
/C1
\_,/
E
—E
TDE
�PDE
� DUE
�PUE
TUE
AUE
0
Existing Curb —
Proposed Slope Stakes Cut --- c---
Proposed Slope Stakes Fill --- F---
Proposed Curb Ramp
Existing Metal Guardrail —
Proposed Guardrail =
Existing Cable Guiderail —
Proposed Cable Guiderail —
Equality Symbol
Pavement Removal
T�'G�'T14TIDN.•
Single Tree
Single Shrub
�
��
:���������:
'�
�
Hedge
Woods Line -- -- -- -- --
4rchard
Vi neya rd
EXISTING STRUCTURES:
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall -
MINOR:
� � � �
Vlneyard
caNc
J �oN� ww r
`
Head and End Wall CONC HW
Pipe Culvert ________
Footbridge
Drainage Box: Catch Basin, DI or JB
Paved Ditch Guiter
Storm Sewer Manhole
Storm Sewer
IlTILITIES:
POWER:
Existing Power Pole
Proposed Power Pole
Existing Joint Use Pole
Proposed Joint Use Pole
Power Manhole
Power Line Tower
Power Transformer
l� Power Cable Hand Hole
H-Frame Pole
l� Power Line LOS B�S.U.E.*}
l� Power Line LOS C�S.U.E.*)
l�/G Power Line LOS D(S.U.E.*)
TELEPHQNE:
Existing Telephone Pole
Proposed Telephone Pole
Telephone Manhole
Telephone Pedestal
Telephone Cell Tower
l� Telephone Cable Hand Hole
l� Telephone Cable LOS B�S.U.E.*)
l� Telephone Cable LOS C(S.U.E.*j
l� Telephone Cable LOS D(S.U.E.*j
WiG Telephone Conduit LOS B�S.U.E.*�
lY� Telephone Conduit LOS C�S.U.E.*)
l�iG Telephone Conduit LOS D�S.U.E.*�
l� Fiber Optics Cable LOS B(S.U.E.*j
l� Fiber Optics Cable LOS C�S.U.E.*)
l� Fiber Optics Cable LOS D�S.U.E.*}
� C8
Os
5
•
•
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----P----
P
P
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0
❑T
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----T----
--T--
T
----TC----
- -TC- -
TC
----T FO----
--T FO---
T FO
PROJECT REFERENCE NO. SHEET NO.
R-5311A IB
WATER:
Water Manhole
Water Meter
Water Valve
Water Hydrant
LI�G Water Line LOS B(S.U.E*j
LViG Water Li ne LOS C�5. U. E*}
LI�G Water Li ne LOS D�5. U. E*}
Above Ground Water Line
N:
N Pedestal
N Tower
l� N Cable Hand Hole
l� N Cable LOS B�S.U.E.*)
l� N Cable LOS C(S.U.E.*�
l� N Cable LOS D(S.U.E.*�
l� Fiber Optic Cable LOS B(S.U.E.*�
l� Fiber Optic Cable LOS C�S.U.E.*}
l� Fiber Optic Cable LOS D(S.U.E.*�
GAS:
Gas Va Ive
Gas Meter
U/�G Gas Line LOS B�S.U.E.*�
U/�G Gas Line LOS C�S.U.E.*�
U/�G Gas Line LOS D�S.U.E.*�
Above Ground Gas Line
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
LI�G Sanitary Sewer Line
Above Ground Sanitary Sewer
SS Forced Main Line LOS B�S.U.E.*J
SS Forced Main Line LOS C(S.U.E,*)
S S Force d Main Line L O S D( S. U. E.* j
MISCELLANEOUS:
Utility Pole
Utility Pole with Base
Utility Located Object
Utility TrafFic Signal Box
Utility Unknown U/�G Line LOS B�S.U.E.*J
U�G Tank; Water, Gas, Oil
Underground Storage Tank, Approx. Loc. -
A�G Tank; Water, Gas, 4il
Geoenvironmental Boring
U�G Test Hole LQS A(S.U.E.*j
Abandoned According to Utility Records -
End of Information
O
0
►;•
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----W----
w
A/G Water
----TY----
--TY--
TV
----TYFD---
- -TY FO-
TV FO
♦
-
,■�
----c---—
c
—c—
A/G Gas
SS
A/G Sanitary Sewer
----F55----
- - FSS - -
FSS
-?UTL-
0
UST
0
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m
AATU R
E.O.I.

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�k GUARDRAIL ANCHOR UNIT REQUIRED
BRIDGE APPRQACH SLAB
-
Yl- �SR 1134 - M�DLIN HATCHERY RD} 4VER -EL- �NC 11 - SHORT CUT RD�
-
-Y2- �NC11/�LD NC11} 4VER -L2- �NC 11 - SHORT CUT RDj
Ei
�� 5121 Kingdam Way,
Suite 100
� Raleigh, NC 27607
ineerin� Nc License No: F-0258
PROJECT REFERENCE NO.
R-5311A
R�W SHEET NO.
ROADWAY DESIGN
ENGINEER
SHEET NO.
2B-4
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
FOR TYPICAL SECTIQNS OF SITES 1& 2,
SEE SHEET 28-3
FOR PLANS, SEE SHEETS 4& 7
50� z5� o� 50� �oo�
GRAPHIC SCALE

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LAT. 5' BASE DITCH �
SEE DETAIL B
- DUE
+07
,� 123' LT
4
DELANO R. LANG, JR.
e
s 2r �� 4o�a w �a
.�
� N 2, ��� ;4
Lu �
V
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CARLTON F�., AMBROSE
THERESA AMB�iOSE
y
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2 pi9_
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L
s
+ 6� f� � —YI — PC Sta. 35+47.4(
90' LT ,':`�-? CL B RIP RAP
��, EST.3 TONS
DVE , > EST.10 SY GEOTEXTILE
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DUE � ��.,�� '
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+OQ
9b' RT
30+00
T T T T �
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S VO �� �
30+40.00 -EY- , ,
50.00' f `.. �
, ff
� �
75' &
89.50' RT
END C/A
�� r r�
+oo �
70' RT '
�.� F�
N 9
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3
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F�
+ 95
150' RT
—DR2—
PI Sto 10+50.57
0 = 24' S3' 18Jg �RT�
D = 28' 38' 52.4"
L = 86.88'
T = 44J3'
R = 200.00'
SE = NC
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0
EIP (AXLE)
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�� Yl- FROM 5TA. 33 + 90 TO STA. 3b + bQ RT. DDE = 75 CY
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LATERAL BASE DITCN
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DDE = 385 CY
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5121 Kingdam Way,
Suite 100
Raleigh, NC 27607
Enaineerin� Nc License No: F-0258
END CONSTRUCTI4N
-YI - P4C Std 36 f85.44 � �`�`$'���W ���
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WILLIAM B. WYNN� JR., ET UX JAMES A. JENKINS
RACHAEL MODLIN
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SEE DETAIL A
,+ 90
50' &
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9
RACHAEL MODLIN
YI —
PI Std 37�63,30
�= 12' 08' 29.8"' ILT�
D = 2° 49' 2�.8°
L = 430J8'
T = 215.90'
R = 2,430.D0'
EXti5i1N�
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PROJECT REFERENCE NO.
R-5311A
R�W SHEET NO.
ROADWAY DESIGN
ENGINEER
SHEET NO.
9
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
FQR —Yl— PROFILE, SEE SHEETS 14 & 15
FOR —DR2— PROFILE, SEE SHEET 19

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