20201516 Ver 1_R-5797 Individual Permit Application_20201119

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER J.ERIC BOYETTE
GOVERNOR SECRETARY
November 18, 2020
U.S. Army Corps of Engineers
Wilmington Regulatory Field Office
69 Darlington Avenue
Wilmington,NC 28403
ATTN: Ms. Liz Hair
NCDOT Division 6 Coordinator
SUBJECT: Application for Section 404 Individual Permit and Section 401 Individual Water
Quality Certification for the proposed upgrades to the interchange at US 74 and SR
1506 (Old Boardman Road/Macedonia Church Road), Columbus County, Division
6; Federal Aid Project No. NHPP-0074(215); TIP Project No. R-5797.
Debit$570 from WBS Element No. 44997.1.1
Dear Ms. Hair:
The North Carolina Department of Transportation (NCDOT)proposes to upgrade the existing at-
grade intersection at US 74 and SR 1506 (Old Boardman Road/Macedonia Church Road) to an
interchange. The interchange will consist of constructing a diamond interchange at US 74/SR 1506
east of the current interchange with roundabouts north and south of US 74, realigning Old
Boardman Road onto a structure over US 74, and upgrading US 74 within the project limits to
interstate standards.
Please see the enclosed ENG 4345 form, list of property owners, State Stormwater Management
Plan (SMP),permit drawings, and design plans for the above referenced project.
PROJECT SCHEDULE
The Let date for the R-5797 Project is April 20, 2021. Full construction is anticipated to begin by
May 2021 and be completed by October 2023.
Mailing Address: Telephone:[phone] Location:
NC DEPARTMENT OF TRANSPORTATION Fax:[phone] 500 TRANSPORTATION DRIVE
DIVISION 6 ENVIRONMENTAL OFFICE Customer Service: 1-877-368-4968 FAYETTEVILLE,NC 28302
558 GILLESPIE STREET
FAYETTEVILLE,NC 28302 Website.www.ncdot.gov

PURPOSE AND NEED
The project is needed because the existing intersection has a history of high severity crashes and
traffic volumes are anticipated to increase in the future. The primary purposes for the project are to
improve safety, improve transportation mobility within the project study area, and upgrade US 74
within the project limits to interstate standards.
NEPA DOCUMENT STATUS
A Categorical Exclusion(CE)was approved for the project in August 2018 and has been provided
to all appropriate agencies. The CE is also available on the NCDOT website at
https://connect.ncdot.gov/resources/Environmental/Pages/default.aspx, under Quick Links >
Environmental Documents.
INDEPENDENT UTILITY
The subject project is in compliance with 23 CFR Part 771.111(f) which lists the Federal Highway
Administration(FHWA) characteristics of independent utility of a project:
1. The project connects logical termini and is of sufficient length to address
environmental matters on a broad scope,
2. The project is usable and a reasonable expenditure, even if no additional
transportation improvements are made in the area,
3. The project does not restrict consideration of alternatives for other reasonably
foreseeable transportation improvements.
Project R-5797 can function as a stand-alone project that can be built without additional
transportation improvements since it is designed improve safety and mobility within the project
area. Therefore, the R-5797 project would be a reasonable expenditure in keeping with 23 CFR
Section (23) 771.111 (f)(2).
RESOURCE STATUS
Wetland and stream determinations within the R-5797 project study area were conducted using the
field delineation methodologies outlined in the 1987 Corps of Engineers Wetland Delineation
Manual(Environmental Laboratory, 1987) and the subsequent Regional Supplement to the Corps of
Engineers Delineation Manual:Atlantic and Gulf Coastal Plain Region (U.S. Army Corps of
Engineers [USACE] Version 2.0 [April 2012]). The N.C. Wetland Assessment Method(NCWAM)
User Manual, Version 4.1 (October 2010)was also used to classify wetlands within the project
study area. Stream identification and classification followed the Methodology for Identification of
Intermittent and Perennial Streams and Their Origins, Version 4.11, [September 2010].
The jurisdictional wetlands and streams were field verified by Liz Hair(USACE Regulatory
Specialist) on April 9, 2019.
R-5797 Individual Permit Application Page 2 of 8

The project area lies within the Coastal Plain physiographic region of North Carolina. Jurisdictional
features within the project footprint are located in the Lumber River Basin(United States
Geological Survey [USGS] Hydrologic Unit 03040203) in Columbus County. There are no
jurisdictional streams that will be impacted by this project within this river basin.
There are no designated High Quality Waters (HQW), Outstanding Resource Waters (ORW), Water
Supply I(WS-I), Water Supply II(WS-II), or Trout Waters (Tr) occurring within 1.0 mile of the
project area. No Anadromous Fish Spawning Areas or potential habitat areas are located near or
within the project study area. Within 1.0 mile of the construction footprint, no streams are listed as
a 303(d) water in the 2018 Final North Carolina 303(d) List of Impaired Waters of North Carolina
for turbidity or sedimentation.
IMPACTS TO WATERS OF THE UNITED STATES
Wetlands
There will be a total of 11.40 acres of permanent wetland impacts associated with this project due to
fill, 1.89 acres due to mechanized clearing, and 0.06 acres due to excavation. There will be no
impacts to wetlands resulting from utilities or hand clearing. These impacts are summarized in
Table 1 below.
Table 1. Wetland Impacts
Impacts
Wetland Wetland Wetland Excavation Mechanized Permanent Requiring
Site Name' Size(ac) Type Fill(ac) (ac) Clearing(ac) Impacts USAGE z
Mitigation
(ac)
1 WB 2.83 Riparian 0.09 0.01 0.09 0.19 0.19
2 WE 15.32 Non-Riparian 5.10 0.71 5.81 5.81
3 WH 14.52 Non-Riparian 6.17 0.04 1.05 7.26 7.26
4 WD 0.04 Non-Riparian <0.01 <0.01 <0.01
5 WE 15.32 Non-Riparian 0.04 0.04 0.08 0.08
Total Impacts 13.353 13.353
'Wetland names are from the Natural Resources Technical Report document dated January 2018.
'Mitigation ratio for all applicable wetland sites is 1:1.
'Rounded total is based on the sum of the actual impacts.
Permit Impact Sites
The R-5797 project involves five impact sites described below and presented in the attached plans.
Site 1
Wetland impacts at this site result from the proposed fill slopes and lateral roadside ditch for runoff.
Permanent wetland fill in wetland WB is proposed to be 0.09 acre with an additional 0.09 acre of
impact due to mechanized clearing for construction and maintenance access.
R-5797 Individual Permit Application Page 3 of 8

This site also includes a 20 foot extension of an existing 210 ft 30"RCP pipe under US 74 carrying
stormwater runoff and drainage from the proposed roadway and surrounding properties on the north
side of the project. There will be a pipe outlet basin excavated within wetland WB in order to slow
the velocity of throughflow and prevent future erosion at the pipe outlet, resulting in 0.01 acre of
wetland excavation.
Site 2
Wetland impacts at this site result from the US 74 westbound proposed fill slopes, exit ramp, and
roundabout. Permanent fill in wetland WE is proposed to be 5.10 acres with an additional 0.71 acre
of impact due to mechanized clearing for construction and maintenance access.
The location of the proposed roundabout is designed to avoid impacts to the existing gas station,
and to allow for traffic to safely negotiate the roundabout and access US 74 on and off-ramps as
well as Old Boardman Road and the gas station. There are two equalizer pipes planned to be
installed in order to maintain wetland hydrology internal to the interchange.
Site 3
Wetland impacts at this site result from the US 74 eastbound proposed fill slopes, US 74 entrance
ramp, and roundabout. Permanent fill in wetland WH is proposed to be 6.17 acres with an
additional 1.05 acre of impact due to mechanized clearing for construction and maintenance access.
Excavation in the wetland for culvert installation and maintenance, as well as ditch construction,
will result in 0.04 acre of permanent wetland impact.
The location of the proposed roundabout is designed to align with the northern roundabout and
retain traffic on Macedonia Church Road. There are two equalizer pipes planned to be installed in
order to maintain hydrology internal to the interchange.
Site 4
Permanent wetland impacts at Site 4 are<0.01 acre (200 square feet) of mechanized clearing within
wetland WD that will allow for the construction and maintenance of the proposed culvert, rip rap
pad, and stormwater management system. The channel that is carrying flow under the existing
Macedonia Church Road in this location was determined during USACE site verification to be a
tributary, thus resulting in no permanent stream loss due to the installation of the proposed culvert.
Site 5
Impacts at Site 5 are required to construct a proposed turn-around on US 74 West. This site
proposes permanent fill in wetland WE of 0.04 acre, and 0.04 acre of mechanized clearing.
MITIGATION OPTIONS
The USACE has adopted, through the Council on Environmental Quality(CEQ), a wetland
mitigation policy that embraces the concept of"no net loss of wetlands" and sequencing. The
R-5797 Individual Permit Application Page 4 of 8

purpose of this policy is to restore and maintain the chemical, biological, and physical integrity of
the waters of the United States. CEQ has defined mitigation of wetland and surface water impacts
to include: avoiding impacts, minimizing impacts, rectifying impacts, reducing impacts over time,
and compensating for impacts (40 CFR 1508.20).
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 phase and
minimization measures were incorporated as part of the project design. Minimization includes the
examination of appropriate and practicable steps to reduce adverse impacts.
Shifting the interchange west of the existing location was evaluated to reduce or avoid wetland
impacts. However, this westward shift would have required roadway improvements in the
floodplain of the Lumber River, and potentially increased impacts to the higher quality floodplain
riparian wetland system.
Avoidance and Minimization
Avoidance and minimization has been employed in the project area to the maximum extent
practicable. Listed below are some of the measures implemented on the project:
• Side slopes have been steepened to 3:1 adjacent to jurisdictional impact areas to minimize
impacts to surface waters, except for areas were side slopes are 4:1 due to the addition of a
guardrail not being feasible at these locations;
• Steepened fill slopes will be revegetated using NCDOT approved vegetation.
• NCDOT's Best Management Practices (BMPs) for the Protection of Surface Waters will be
enforced;
• NCDOT's BMPs for Construction and Maintenance Activities will be utilized;
• NCDOT will implement installation, inspection, and maintenance of erosion and sediment
control measures;
• Rip rap pads at drainage system outlets will dissipate flow and reduce velocities and erosive
potential;
• Rip rap stabilization has been sized appropriately based on flow velocity to ensure long term
stability of banks;
• Existing drainage patterns have been maintained to the maximum extent practicable.
Compensatory Mitigation
This project will permanently impact 0.19 acre of forested riparian wetlands and 13.16 acres of
forested non-riparian wetlands. NCDOT will be requesting the Division of Mitigation Services to
debit from the Juniper Bay Mitigation Site in Robeson County for 13.35 acres of wetland impact at
a 1:1 ratio based on this mitigation site being in the ground and successful.
R-5797 Individual Permit Application Page 5 of 8

FEDERALLY PROTECTED SPECIES
Plants and animals with federal classifications of Endangered(E) or Threatened(T) are afforded
protection under provisions of Section 7 and Section 9 of the Endangered Species Act (ESA) of
1973, as amended. As of July 17, 2020, the U.S. Fish and Wildlife Service (USFWS) lists seven(7)
species as threatened and/or endangered, of which one (1) species is listed as threatened by
similarity of appearance in Columbus County,NC.
Table 3. Federally Protected Species for Columbus County, NC
Scientific Name Common Name Federal Habitat Biological
Statusl Present Conclusion
Alligator mississippiensis American alligator T(S/A) No Not Required
Menidia extensa Waccamaw silverside T No No Effect
Picoides borealis Red-cockaded woodpecker E No No Effect
Myotis septentrionalis Northern long-eared bat T Yes
Mycteria americana Wood stork T No No Effect
Thalictrum cooleyi Cooley's meadowrue E Yes No Effect
Lysimachia asperulaefolia Rough-leaved loosestrife E Yes No Effect
—Endangered.T—Threatened.T(S/A)—Threatened due to similarity of appearance.
*May Affect—NLEB is exempt due to consistency with the 4(d)rule.
Summary of Species with Habitat
Cooley's meadowrue
Suitable habitat for Cooley's meadowrue exists along roadsides and rights-of-way in the study area.
A survey was conducted throughout the area of suitable habitat on June 23, 2017 and October 28,
2020. No individuals of Cooley's meadowrue were observed. A review of the NCNHP records,
updated October 2020, indicates no known occurrences within 1.0 mile of the study area.
Rough-leaved loosestrife
Suitable habitat for rough-leaved loosestrife exists along roadsides and rights-of-way in the study
area. A survey was conducted throughout the area of suitable habitat on June 23, 2017. No
individuals of rough-leaved loosestrife were observed. No additional surveys are required since the
documented occurrence is considered historical (more than 50 years ago). A review of the NCNHP
records, updated October 2020, indicates no known occurrences within 1.0 mile of the study area.
Northern long-eared bat
USFWS has developed a programmatic biological conclusion(PBC) in conjunction with the
Federal Highway Administration(FHWA), the 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
R-5797 Individual Permit Application Page 6 of 8

five years for all NCDOT projects with a federal nexus in Divisions 1-8, which includes Columbus
County, where TIP R-5797 is located.
CULTURAL RESOURCES
In order to comply with Section 106 of the National Historic Preservation Act (1966, as amended),
FHWA and NCDOT must evaluate the project's impact upon any extant architectural and
archaeological resources, and determine if additional measures will be necessary to mitigate any
adverse effects of the project upon any significant properties and sites.
Based on North Carolina Department of Cultural Resources' State Historic Preservation Office's
(NC-HPO) statewide survey of historic buildings, districts, and landscapes, there are no historic
property within the project study area.
This project was reviewed by NCDOT under the terms of the 2007 Programmatic Agreement for
minor transportation projects resulting in a No Archaeological Survey Required determination on
December 19, 2017.
FEMA COMPLIANCE
There are no streams within the project limits requiring FEMA coordination.
INDIRECT CUMULATIVE IMPACT ANALYSIS
This project involves modification to an existing interchange and is not expected to result in
induced growth or a change in land use that would not otherwise occur. The project will not
notably alter traffic capacity or travel patterns, reduce travel time, affect access to properties in the
area, or open areas for development or redevelopment.
Overall, the project is not expected to have a long-term impact on water quality in the project area.
Direct natural environment impacts by this project have been addressed by avoidance,
minimization, or mitigation, consistent with review by the natural resource agencies during the
permitting process. All other developments will be required to follow appropriate local, state, and
federal guidelines and permitting regulations.
WILD AND SCENIC RIVER SYSTEM
The project will not impact any designated Wild and Scenic Rivers or any rivers included in the list
of study rivers (Public Law 90-542, as amended) or North Carolina Natural and Scenic Rivers.
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 etseq.).
R-5797 Individual Permit Application Page 7 of 8

REGULATORY APPROVALS
Application is hereby made for a Department of the Army Section 404 Individual Permit as required
for the above-described activities. A Section 401 Individual Certification is also requested from the
NC Division of Water Resources.
A copy of this permit application and its distribution list will be posted on the NCDOT website at
https://xfer.services.ncdot.gov/pdea/PermApps/. Thank you for your time and assistance with this
project. Please contact me either at gwprice2@a,ncdot.gov or at(910) 364-0835 if you have any
questions or need additional information.
Sincerely,
di/%
Gregory . Price, PWS
Division 6 Environmental Program Supervisor
Cc:
Joanne Steenhuis, Environmental Senior Specialist,NCDWR
NCDOT Permit Application Standard Distribution List
Phil May, Carolina Ecosystems, Inc.
Greg Purvis, P.E., Wetherill Engineering, Inc.
R-5797Individual Permit Application Page 8 of 8

U.S. ARMY CORPS OF ENGINEERS
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT OMB APPROVAL 0710-0003
EXPIRES:28 FEBRURUARY 2013
33 CFR 325.The proponent agency is CECW-CO-R.
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 cannot 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 FILLED BY APPLICANT)
5. APPLICANT'S NAME 8. AUTHORIZED AGENT'S NAME AND TITLE(agent is not required)
First-Gregory Middle- Last-Price First- Middle- Last-
Company- North Carolina Department of Transportation-Division 6 Company-
E-mail [e-mail] E-mail Address-
6. APPLICANT'S ADDRESS: 9. AGENT'S ADDRESS:
Address- Address-
City- State- Zip- Country- 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
910-364-0835 910-486-1959
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)
R-5797
13. NAME OF WATERBODY, IF KNOWN(if applicable) 14. PROJECT STREET ADDRESS(if applicable)
See Resource Status section in attached cover letter. Address
15. LOCATION OF PROJECT
Latitude:oN 34.4361 Longitude: oW -78.9504 City- State- Zip-
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN(see instructions)
State Tax Parcel ID Municipality
Section- Township- Range-
ENG FORM 4345, OCT 2012 PREVIOUS EDITIONS ARE OBSOLETE. Page 1 of 3

17. DIRECTIONS TO THE SITE
Please see attached vicinity map and cover letter.
18. Nature of Activity(Description of project, include all features)
The North Carolina Department of Transportation(NCDOT)proposes to upgrade the existing at-grade intersection at US 74 and SR 1506
(Old Boardman Road/Macedonia Church Road)to an interchange.The interchange will consist of constructing a diamond interchange at
US 74/SR 1506 east of the current interchange with roundabouts north and south of US 74,realigning Old Boardman Road onto a structure
over US 74,and upgrading US 74 within the project limits to interstate standards.
19. Project Purpose(Describe the reason or purpose of the project,see instructions)
Please see attached cover letter.
USE BLOCKS 20-23 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s)for Discharge
Proposed impacts are required as a result of building the new interchange of US 74 and Old Boardman Road/Macedonia Church Road,and
its associated hydraulic structures within the project corridor and construction of the new on/off ramps.
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
See attached plans and cover letter.
22. Surface Area in Acres of Wetlands or Other Waters Filled(see instructions)
Acres See attached plans and cover letter.
or
Linear Feet See attached plans and cover letter.
23. Description of Avoidance,Minimization,and Compensation(see instructions)
Please see attached cover letter.
ENG FORM 4345, OCT 2012 Page 2 of 3

24. Is Any Portion of the Work Already Complete?OYes OX No IF YES,DESCRIBE THE COMPLETED WORK
25. Addresses of Adjoining Property Owners, Lessees,Etc.,Whose Property Adjoins the Waterbody(if more than can be entered here,please attach a supplemental list).
a.Address- See attached Property Owners List.
City- State- Zip-
b.Address-
City- State- Zip-
c.Address-
City- State- Zip-
d.Address-
City- State- Zip-
e.Address-
City- State- Zip-
26. List of Other Certificates or Approvals/Denials received from other Federal,State,or Local Agencies for Work Described in This Application.
AGENCY TYPE APPROVAL* IDENTIFICATION 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.
////8/,20
Z;f1471JRE OF APPLICANT /DATV SIGNATURE OF AGENT DATE
The Application must be signed by the person who desires to undertake the proposed activity(applicant)or it may be signed by a duly
authorized agent if the statement in block 11 has been filled out and signed.
18 U.S.C. Section 1001 provides that:Whoever, in any manner within the jurisdiction of any department or agency of the United States
knowingly and 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,OCT 2012 Page 3 of 3

Joseph Applewhite Rose Smith
c/o Betty Mason 11008 Old Highway 74
11133 Old 74 Highway Evergreen,NC 28438
Evergreen,NC 28438
Ella Lewis
Louis Lawson Ruth Hemmingway
Nye Inman c/o J Snead
11235 Old Highway 74 2614 Country Club Road
Evergreen,NC 28438 Jacksonville,NC 28546
(x4)
Irvin Lukus and Ada Belle
Jerry Bullock c/o Nina Lukus
1898 Snake Road 311 Essex Drive
Lumberton,NC 28358 Fort Pierce,FL 34946
(x2)
James&Betty Mason
Pentecostal Holiness Church of Boardman 11133 Old Highway 74
11180 Old Highway 74 Evergreen,NC 28438
Evergreen,NC 28438
Russell&Minnie Turbeville
Richard W.Inman 11249 Old Highway 74
538 Old Boardman Road Evergreen,NC 28438
Evergreen,NC 28438
McRoy McRae
Mary Ivey c/o Ethel Lee Smith
4072 Old Boardman Road 1193 Old Boardman Road
Evergreen,NC 28438 Evergreen,NC 28438
Roy Ivey Iris Smith
4072 Old Boardman Road PO Box 61
Evergreen,NC 28438 Evergreen,NC 28438
John Benton Sue Hall Walters
1594 Old Boardman Road c/o Maurice Hall Walters
Evergreen,NC 28438 15649 NC Highway 72 E
Orrum,NC 28369
William Ivey (x2)
7025 Princess Ann Road
Evergreen,NC 28438 Horace Grove Baptist Church
PO Box 37
Bobby Mason Evergreen,NC 28438
11133 Old Highway 74
Evergreen,NC 28438 Donnie Williamson
11213 Old Highway 74
Evergreen,NC 28438

Woody&Lou Ellen Williamson Horace Grove Cemetery
11169 Old Highway 74 c/o Horace Grove Baptist Church
Evergreen,NC 28438 PO Box 37
Evergreen,NC 28438
Sarah Turbeville
33 Ivey Road
Evergreen,NC 28438
Jeannie Powell
44 Ivey Road
Evergreen,NC 28438
Ashley Williamson
11169 Old Highway 74
Evergreen,NC 28438
Town of Boardman
PO Box 87
Evergreen,NC 28438
Williiam Thomas (Eta1s)Trustees
c/o Horace Grove Baptist Church
PO Box 37
Evergreen,NC 28438
Jag&Associates LLC
837 Savannah Road
Tabor City,NC 28463
Justin Hempstead
3910 Kings Cross Road
Lumberton,NC 28358
Chen Timber LLC
2255 Cumberland Parkway
Building 1700
Atlanta,GA 30339
Sonny Oliver Realty Company
1131 Old Boardman Road
1811 E. 5th Street
Lumberton,NC 28358

'N
See Sheet i A For Index of Sheets STATE OF NORTH CAROLINA SPAT& STATE PROJECT REFERENCE NO. SKEET �TS
See Sheet 1 B For Symbols Sheet
See Sheet 1C For Survey Control Sheet
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CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II.
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�I THIS PROJECT IS WITHIN MUNICIPAL BOUNDARIES OF BOARDMAN. DOCUMENT NOT CONSIDERED FINAL
r • D UNLESS ALL SIGNATURES COMPLETED
El
Prepared in the Office of. Prepared for:
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH ETHERILL
ENGINEERING DIVISION OF HIGHWAYS HYDRAULICS ENGINEER
'g V
° `1�11 ADT 2020 = 13,700 DIVISION 6
50 25 0 50 100 1223 Jones Franklin Rd.Raleigh,N.C.27606 549 Tran vpo radon Drive ®Rp
x ADT 2040 = 20,110%K = 9Bus: 919.851.8077UceseNo.
.F-0377
919.851.8107 �
2018 STANDARD SPECIFICATIONS Fayetteville NC,28301 � ® $4�
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0.
PLANS
D = 55 % LENGTH ROADWAY TIP PROJECT R-5797 0.892 MILES GREG PURVIS, PE
RIGHT OF WAY DATE:
PROJECT ENGINEER wy In
°`i 50 25 0
o 50 100 T = 19
OCTOBER 31,2018
ROADWAY DESIGN
1 11 V = 70 MPH TOTAL LENGTH TIP PROJECT R-5797 = 0.892 MILES ROBERT O'DELL,JR. ENGINEER
I LETTING DATE:
R. PROFILE (HORIZONTAL) * TTST = 15% DUAL = 4% PROJECT DESIGN ENGINEER ��p ��
Y^ O 10 5 0 10 20 FUNC. CLASS = FUTURE OCTOBER 20,2020 ®� 8a��,.%
°'
2 1 11 INTERSTATE JOHN GAUTHIER
m,L V NCDOT CONTACT: DIVISION PROJECT MANAGER
C3"� / PROFILE (VERTICAL) 1

D,cr 1223 Jones Franldin Rd. PROJECT REFERENCE NO. SHEET NO.
ETHERILL Raleigh,N.C.27606 _
PERMIT DRAWING Bus: 919 851 8077
ENGINEERING License No.F-0377
1 DRAINAGE DETAILS Fax: [phone] RM/ SHEET NO.
SHEET 2 O F 1 ROADWAY DESIGN HYDRAULICS
TRANSPORTATION PLANNING/DESIGN DESIGN ENGINEER ENGINEER
(NOT TO SCALE) CIVIL/SITE DESIGN-GIS/GPS-CONSTRUCTION OBSERVATION
-
DETAIL A DETAIL B DETAIL C DETAIL D DETAIL E DETAIL F
SPECIAL CUT BASE DITCH SPECIAL CUT DITCH LATERAL'V'DITCH LATERAL'V DITCH STANDARD 'V'DITCH SPECIAL MEDIAN V DITCH
(Not to Scale) (Not to Scale) (Not to Scale] (Nal to Scale) (Natter Scale) INot to Scale)
'O Hat Shoulder Shoulder
Pro osed I .s of From h b I
Nowrol \c6 Front Shoulder a_4.1 ____L A., �_ 1 r- __L Poem 57al \of Pomt
Ground 7 TID A'' et Ditch s 44 poo' Ditch Natural Retaining Natural ..inner Ground \ Grand F7p,M b\•;es
asy
� i�� F Slone :n D Ground 3;7 D S.� INN. Wallfills or
Groand 3;7 D S1 1"iFt. Wall 3., D g'.
LIU Min.D=1.5 Ft. Min.0=1.5 Ft. Min.❑=1.0 Ft. Min.❑=t.o Ft. DOCUMENT NOT CONSIDERED FINAL
B=3 Ft. b=5 Ft. b=3 Ft. Min.D=1.0 Ft. UNLESS ALL SIGNATURES COMPLETED
FROM STA 33+00 TO 39+50-L-RT DDE = 78 CY DDE= 10 CY FROM STA 17+06 TO 17+29-RPB-LT FROM STA.15+30 TO STA.19+00-L-
FROM STA 10+00 TO 18+45.00-RPC-RT FROM STA 20+00 TO 21+00-Y1A-RT FROM STA 19+50 TO 20+00-VIA-RT FROM STA 19+50 TO 19+82-RPB-LT FROM STA.20+90 TO STA.21+90-L-
FROM 39+50 TO 40+00-L-RT. FROM STA 21+00 TO 22+00-Y1A-RT FROM STA 22+00 RT TO STA 21+50-RPB-LT FROM STA.28+50 TO STA.30+60-L-
DETAIL G DETAIL H DETAIL I DETAIL J DETAIL K DETAIL L DETAIL M
STANDARD BASE DITCH SPECIAL LATERAL BASE DITCH SPECIAL LATERAL'V'DITCH SPECIAL LATERAL'V'DITCH SPECIAL LATERAL BASE DITCH SPECIAL LATERAL'V'DITCH SPECIAL LATERAL BASE DITCH
I Nat ter Scale) (Nat to Scale) 1 Nat.Scale) I Net to Scale] I Not to Scale) (Nat to Scda) I Not to Scale)
Natural Natural F,
Grouts 3Y S.� Ground \ < t Notuml o` Fill Natural \of Fill
Natural 3.7 D A'�°t Naasrol Fill Natural
1 Fill Ground 3�7 A' Slope N,turol 1°t fill Ground 3.7 D M' e< Slope
Ground A' o A' oat D \eat A' TI
Variable \aHat Fill Ground 3,7 ''- Slope Ground 3. eh Slope �� F Ground 3. \aN°t Slope y
Min.D=3.5 F. a E Slope D 7 D W Min.D=1.5 F. 7 ❑ E W Min.D=2.0 F.
B=3.0 Fr. I.�•! Min.D=2.0 Fr. B=8 F. B=3 Ft.
FROM STA 22+00-RPB-RT TO 26+16-Y1B-RT B-2 Ft. Min.D=1.5 Ft. Min.D=1.0 Ft. Min.D-2.5 Fr.
DDE = 170 CY FROM STA 38+00 TO 44+23-Y1C-RT FROM STA 14+50 TO 15+00-RAB-RT FROM STA.22+20 TO STA.26+40.31-L-LT.
FROM STA 20+00 TO 21+50-1-LT FROM STA 43+80 TO 44+06.5-Y1C-LT FROM STA.10+00 TO STA.17+06 RPB LT. FROM STA.22+00 TO 26+00-L-RT.
FROM STA 18+45 TO 22+06.53-RPC-RT
DETAIL N DETAIL 0 DETAIL P DETAIL Q DETAIL R DETAIL S DETAIL T
SPECIAL LATERAL BASE DITCH SPECIAL CUT DITCH STANDARD BASE DITCH SPECIAL CUT DITCH SPECIAL LATERAL BASE DITCH SPECIAL LATERAL BASE DITCH SPECIAL LATERAL BASE DITCH
(Nat to Scale) INot to Scale) I Not ro Scale) (Ndro Scale) I Notto Scale) I Notto Scale) (Nett,Scala)
Front Natural Natural Pro mad
Natural \a< Fill 51 Fe Ground 31 D 3.� Ground Shoulder 3�7 �¢ From Natural Fill Natural d Fill Natural fill
Ground Te< Slope Natural Y 9' d -no�,W f7 at E\ -ss°tc Ditch Ground 3� 3'�oft Slope Ground 3� A� t Slopa Ground 3 A� NH
Slope
+0 Ground 3.7 Min.D= v \ 'f'Sa" Slope 7 0 F\o\a D op 0 F\a�
I o I Sepropryea D 9`Seo I e I I e I
_. Min.D=2.5 Fr. Min.D= 1.5 F. Geme"lile B_ Mos.d= D r ps7 ` Min.D=1.0 Ft. _. W Min.D= VAR. ".I Min.D= 1.5Ft.
B=8 Fr. B. var.3Ft.fiH. Min.D=1.0 Ft. B= 2.0Ft. B= 3.0Ft.
Est.50 Tons Class I Rip Rap,Est.90 Sq.Yds Geote,tile B=2 F.
FROM STA.20+35 TO STA.22+00-L-RT. FROM STA 21+00 TO 21+76.50-Y2-RT Est.60 Cu.Yds DDE FROM STA 33+50 TO 38+34-L-LT
Type of Liner= CLASS I Rip-Rap FROM STA 17+50 TO 18+00-VIA-LT FROM STA.18+00 TO STA.20+50-VIA-LT FROM STA.20+50 TO STA.25+40-Y1A-LT
-YI -STA.44+10 L
-Y1C-STA.44+25 R-9)
DETAIL U DETAIL V DETAIL W DETAIL X
TOE PROTECTION SPECIAL LATERAL'V'DITCH STANDARD BASE DITCH RIPRAPPED HOLE FOR PIPE OUTLET
(Not to Scale) (Not to Scele) (Not to Scale)
(Not to Scale)
E\p at Natural Natural I \
Groand ` roan I A o0
Natural '\\\S\°Qo Notuml + p'� Fill ❑ 3� \ 7¢�
Ground I.-6 y S F` Ground 3')o Slope - -
d ❑ Min.D=1.5 Ft. B I -
d=1.5 Fr. B=3.0 F. \
b-2 F. Geatamile Min.D= 1.5 F. �C
Type of Liner= Class B Rip-Rap 70 TONS FROM STA 40+00-L-RT TO 32+18-V1B-RT
GEOTEXTILE 155 SV DDE=25 CY \ 1---78sr -
FROM STA.79+03 TO STA.80+95-L-LT FROM STA 36+00 TO 38+00-Y1C-RT 30.. \ •
•
Itiammilim•I =1 .5 ______ -
c _ - ��
cn
tti
1 1 \ Type of liner=Class I Ril�Rop 175 TONS
o �8.5 /
GEOTEXTIILE= 290 5Y
1 1 / PLANA RIPRAP NOT SHOWN FOR CLARITY
-6
cr
N 3'
T=15"
to
LEV = 76.35'
cc
i
cn SECTION A-A
r
i
0 20'
o _____ - - - -
T=15"
c, ELEV = 76.35'
Vo
4I SECTION B-B
- 0`I AT STA.20+38-L-RT
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°' SN'/�`' • \ "- 1223 Jones Franklin Rd. PROJECT REFERENCE NO. SHEET NO.
���� ETHERILL Raleigh,N.C.27606
•
ENGINEERING license No.F-0377 fZ-.5797 4
mN Q Bus: 919 851 8077 RMI SHEET NO.
PERMIT DRAWING �,e Fax. [phone]
ROADWAY DESIGN HYDRAULICS
SHEET 3 OF 16 RANSPoR A ON PLANNING/DESIGN-BRIDGE/STRUCTURE DESIGN ENGINEER ENGINEER
�� CMUSTTE DESIGN-GLS/GPS-CONSTRUCRON OBSERVATION
e3 • ova" INCOMPLETE PLANS
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9 Net
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SUE WALTERS \ * \�Oss A \ /. DOCUMENT NOT CONSIDERED FINAL
0 , / jy UNLESS ALL SIGNATURES COMPLETED
Fo '. �)� ro / Y s� \ DONNI \ ILIAMSON
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---= --I ( * * H --- -- V ---
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_� I STA.20+34 L RT. (SEE DETAIL F)
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- STA.17+16-L-RT. BORE PIT (SEE DETAIL N) C C C . C h
* PREFORMED* Q
__ -- // • Pipe Outlet Basin APPROX.LOC.
4 HOLE DATA ( ) ,�
e8W-- -- * * * * 010= 58 ds (Excavation Outlet
B Wetland) ')
SPECIAL 3'B E LATERAL a TCH
WOODS (SEE DETA
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\\ // * SITE 1 Ii
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DENOTES EXCAVATION
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— —*— —* - DENOTES MECHANIZED
4. * * CLEARING —
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c c N E EXISTING RAY-- I DS = 75+ MPH FOR -L- PROFILE,SEE SHEET NO.9
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° \ 1 V C J /\ /r C ' as,��`' S \ - - \\� "- 1223 Jones Franklin Rd. PROJECT REFERENCE NO. SHEET NO.
�. / + ( Raleigh,N.C.27606
-� Ucense No.F-0377 R-5797 4
JI y (�r� \\ \�� ENGINEERING
Bus: 919 851 8077
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`�� \ I / / Q f- J \\�' \O . 1 \ Fax: 919 RAN SHEET NO.
PERMIT DRAWING \ \ n /� / \ ll --��; \ J \ ( ' < ROADWAY DESIGN HYDRAULICS
SHEET 4 OF 16 ,A--,,--,
` RANSP/SITE ESGN-GING/DES GN-TRIGGE/$TRUCNREDESIGN ENGINEER ENGINEER
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m I 0 5 10 PROJ.REFERENCE NO. SHEET NO.
01 N R-5797 X-2
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Pls Sto 15+85.42 Pls Sto 11+44.01 �1 Sto 13+92.35 \� - e U/�\ , ^ <-_,�
6s = 2'03'455" 8s = 2°28'30.6" A = 8 04'125"(LT l o ` 1 \
Ls = 2/6 00 Ls = 2/6.00' D = 2/7'30.6° 7( 1
LT = 144.0/' LT = 144.0/' L = 352J3' \\ _ _
2 ST = 72.01' ST = 72.0/' T = 176 500 CHEN TIMBER,LLC
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R DS = 65 MPH n C / / ,
a» ) / / \ L ��`� FOR -L- PROFILE,SEE SHEET NO.10 & 11
c E.o ( — ? \ / FOR -RPD- PROFILE,SEE SHEET NO.18
LL�

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ETHERILL Raleigh,N.C.27606
ENGINEERING License No.F-0377 R-5797 8
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PERMIT DRAWING Bus: 919 851 87 PMSHEET NO.
Fax: [phone]
ROADWAY DESIGN HYDRAULICS
TRANSPORTATION 11 OF 16 PLANNING/DESIGN-BRIDGE/STRUCTURE DESIGN ENGINEER ENGINEER
CIVIL/SITE DESIGN-GIS/GPS-CONSTRUCTION OBSERVATION
p0 INCOMPLETE PLANS
100' 0' 100' DO NOT USE FOR R/T ACQUISITION
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= PI Sta 42+06.97 1
LL A= 47°35'44.2"(LT) \ ` /
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•
f L = 4/5.35'
tt T = 220.50' NI
H = 500.00' \
SE = .06 SE = EXIST. SE = EXIST. �..� \
2 DS = 40 MPH
* ** * * * DENOTES MECHANIZED
3 * * * * CLEARING
17
0Q ".F.. FOR -Y1- PROFILE,SEE SHEET NO.14
00
LL 2 7 FOR -Y3- PROFILE,SEE SHEET NO.16

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1223 Jones Franklin Rd. PROJECT REFERENCE NO. SHEET NO.
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ETHERILL Raleigh,N.C.27606
ENGINEERING License No.F-0377 R-5797 8
PERMIT DRAWING Bus: 919 851 8107 DESIGNILW SHEET NO.
( I 1/ Fax: [phone]
F rROADWAY HYDRAULICS
SHEET 12 O 1 1 i / A \ \ \ TRANSPORTATION E PLANNING/DESIGNN-GIS/UPS- BRIDGE/STRUCTURE ION ENGINEER ENGINEER
CIVIL/SITE DESIGN-GIS/GPS-CONSTRUCTION OBSERVATION
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LLa I/ / S\ ( G/ ! / o. <`\ C, t/\/ I/ / FOR -Y3- PROFILE,SEE SHEET NO.16

a. I....... I I 0 5 10 PROJ.REFERENCE NO. SHEET NO.
N R-5797 X-64
m 1
1.i0 140 130 120 110 100 90 80 70 GO 5-0 40 30 20 10 0 10 20 30 40 5-0 CO 70 130 90 100 110 120 130 140 1I5r
PERMIT DRAWING
SHEET 13 OF 16
WETLANDS'
I
-----�1-1� 0.069 q.033 /
---- - --- _. --- — �-3; ii5l. V 4.9 -- `� ---------------
— --- ---�-- --------------
- - 80
44 +51
Wk LLANDS
..� .062 0.035
•
80 8.5.21 -- - - -
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WFTI ANnS 44 + 50.00
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1223 Jones Franldin Rd. PROJECT REFERENCE NO. SHEET NO.
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ETH ERILL Raleigh,N.C.27606
c PERMIT DRAWING ENGINEERING License No.F-0377
Bus: 919 851 8077 R 57SH 28 2
Fax: [phone] RM' SHEET NO.
SHEET 14 OF 16ROADWAY DESIGN HYDRAULICS
TRANSPORTATION PLANNING/DESIGN-BRIDGE/STRUCTURE DESIGN ENGINEER ENGINEER
\a".'oe CIVIL/SITE DESIGN-GIS/GPS-CONSTRUCTION OBSERVATION
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DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
3'
SITE 5eo
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US 74 WEST 32'BST
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RETAIN
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a US 74 EAST 32'BST RETAIN �s US 74 EAST 32'BST
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NOTE:PROPOSED GUIDERAIL FROM -L-STA.71+56.00 TO 82+25.00
WILL HAVE TO BE INSTALLED WHEN MED.CROSSOVER IS REMOVED .
T;
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* * * DENOTES MECHANIZED
- * * * * CLEARING
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FOR -L- CROSSOVER 2 PROFILE,SEE SHEET NO.21

_ �� 1223 Jones Franidin Rd. PROJECT REFERENCE NO. SHEET NO.
_ Raleigh,N.C.27606
o / �� �- 41(U ENGINES RING License No.F-0377 R-5797 28-2
as
PERMIT DRAWING ( ��Orf
` \ V ( o �� Bus: 9198518077 RAV SHEET O.
/l/ (/�� \� Fax: [phone]
SHEET 15 O F 16 �� \ �cu/f ' ROADWAY DESIGN HYDRAULICS
(\^ (\ )��N 1(� I ( SPORTATIIXJ PIANNINWDESIGN B�DGE/s Ru DESIGN ENGINEER ENGINEER
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---- US TA-WEST 3YBST ---- - - --mac US 74 WEST 32'BST J
-- --- -- -- ------ -- --- --
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__ -- — on_ �- _1 -T--�'-�0- _ - - r — �, __ �- 90_ - —' -- 90 -- -- 90
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/ h / I , 8s � -4, \ �� NOTE:PR\ak ED G IL Al ',_S'TAr71+ 6,rou/TO 8 +25 00 /r S �J C —�
/ \ J 8 Qr S8 WIL VE O 9c TALLE�WIt mCwCR06 0 R IS REM D ./� /` \___,.-' aJ�/ \ C . ( D O.
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c$� D `�\ I� Kj -1 ' D / �(� , - FOR -L- CRQS$C ER 2 PROFILE,SEE SHEET NO.21
md � 1 11

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 Fill In Fill In 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 -L- 16+45 to 20+67 Fill slope and tail ditch 0.09 0.01 0.09
2 -L-40+30 to 57+01 LT Fill slopes/exit ramp/round about 5.10 0.71
3 -L-40+68 to 68+00 RT Fill slopes/exit ramp/round about 6.17 0.04 1.05
4 -Y1 C-43+07 to 43+88 Ditch and RR pad < 0.01
5 -L-78+60 to 81+10 LT Fill! Slope 0.04 0.04
TOTALS*: 11.40 0.06 1.89 0 0 0.00
*Rounded totals are sum of actual impacts
NOTES:
1 Site 3,small area outside the R/W at-Y1 C-38+00 LT is a total take. NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
1/24/2019
Columbus Co.
R-5797
44997.1.1
Revised 2013 10 24 SHEET 16 OF 16