20200355 Ver 1_401 Application_20200309

Staff Review
Does this application have all the attachments needed to accept it into the review process?
r Yes r No
ID#* Version* 1
20200355
Is this project a public transportation project?* r Yes
r No
Is this a DOT r Yes r No
project?*
Reviewer List:*
Select Reviewing Office:*
Submittal Type:*
401 Application
Joanne Steen h u is:eads\jhsteen h u is
Wilmington Regional Office - [phone]
Does this project require a request for payment to be sent?*
r
Yes
r
No

Project Submittal Form
Please note: fields marked with a red asterisk below are required. You will not be able to submit the form until all
mandatory questions are answered.
Project Type: r
New Project
r
New Project w Existing ID
r
Pre -Application Submittal
r
More Information Response
r
Other Agency Comments
r
For the Record Only (Courtesy Copy)
r
Stream or Buffer Appeal
New Project - Please check the new project type if you are trying to submit a new project that needs an official approval
decision.
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do not have the expectation that your submittal will be considered a complete application requiring a formal decision.
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Project Contact Information
Name: Kristi Lynn Carpenter for Chris Rivenbark
Vft is subaitting the inforr ation?
Email Address: [e-mail]
Project Information
Project Name: Widen US 701 Bypass (R-5020BA)
Is this a public transportation project?
r Yes
r No
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
r Yes r No r Unknown
TIP#: WBS#:
R-5020BA 41499.1.1
(Applies to DOT projects only)
County (ies)
Columbus
Please upload all files that need to be submited.
Oickthe upload button or drag and drop files here to attach document
R-5020_IPapp.pdf_r5020_ENG_.pdf 18.78MB
Only pdf or kr17 files are accepted.
Describe the attachments:
Original submission via email.

Sign and Submit
P By checking the box and signing box below, I certify that:
• I have given true, accurate, and complete information on this form;
• I agree that submission of this form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the
"Uniform Electronic Transactions Act")
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes
(the "Uniform Electronic Transactions Act');
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written
signature; AND
o I intend to electronically sign and submit the online form."
Signature:
Jn �rrr C �a rrt.�t
Submittal Date: Is filled in autocratically.

M STxiTEa
O
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Roy COOPER
GOVERNOR
February 11, 2020
Wilmington Regulatory Field Office
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, NC 28402-1890
Attention: Ms. Elizabeth Hair
NCDOT Coordinator
JAMES H. TROGmN, III
SECRETARY
Subject: Application for a Phased Section 404 Individual Permit and Section 401 Water Quality
Certification for the proposed widening of US 701 Bypass from South of SR 1166 to North of
US 74/76 in Whiteville, Columbus County. TIP Nos. R-5020B and R-5020A. Federal Aid
Project No. NHS-701(15). Debit $570 from WBS 41499.1.1
Dear Madam:
The North Carolina Department of Transportation (NCDOT) proposes to widen 5.3 miles of the US 701
Bypass from south of SR 1166 (Pleasant Plains Road) to north of US 74/76 Bypass in Whiteville, Columbus
County (R-5020).
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-
5020: ENG Form 4345, USFWS concurrence letter, stormwater management plan, final permit drawings for
Section B, preliminary permit drawings for Section A, DMS acceptance letters for both sections, 4B and 4C
merger meeting minutes.
Purpose and Need
The purpose of the proposed project is to increase the traffic carrying capacity and safety of US 701 Bypass
within the project limits.
Improvements to US 701 Bypass are needed to provide adequate capacity for future traffic volumes in the
project study area. With no improvements, US 701 Bypass is projected to operate at level of service (LOS) E
along the two-lane segments under future (2035) conditions. The proposed four -lane median divided facility
would improve the overall mainline operations on US 701 Bypass in the project study area to LOS C with
2035 traffic volumes.
Improvements to US 701 Bypass are also needed to provide increased safety on the roadway in the project
study area. The current crash rates on US 701 Bypass exceed the statewide average and critical crash rates
for similar facilities for every crash type analyzed, with the exception of the critical fatal crash rate. The
Mailing Address: Telephone: [phone] Location:
NC DEPARTMENT OF TRANSPORTATION Fax: [phone] BIRCH RIDGE DRIVE
ENVIRONMENT ANALYSIS UNIT Customer Service: 1-877-368-4968 RALEIGH NC 27610
1598 MAIL SERVICE CENTER
Website
RALEIGH NC 27699-1598 . www.ncdot.gov

project improvements are expected to result in a safer facility for all roadway users, including vehicles,
bicycles, and pedestrians
Project Description
The project corridor is 5.3 miles long. This project has been broken into two sections:
Section A
• US 701 Bypass from SR 1166 (Pleasant Plains Road) to SR 1437 (Virgil Avenue) (approximately
3.1 miles)
Section B
• US 701 Bypass from SR 1437 (Virgil Avenue) to US 74/76 Bypass (approximately 2.2 miles)
Summary of Impacts
Section A (Prelimina
Proposed preliminary impacts to jurisdictional areas total 1,207 linear feet of permanent impact and <0.01
acre of temporary impacts to jurisdictional streams. There are a proposed 7.95 acres of permanent impact to
riparian wetlands, with an additional 0.39 acre of hand clearing. A permit modification request will be
submitted when final plans are completed.
Section B (Final)
Proposed impacts to jurisdictional areas total 55 linear feet of permanent impact and 31 linear feet of
temporary impact to jurisdictional streams. There are a proposed 0.21 acre of permanent impact and 0.04
acre of temporary impact to riparian wetlands.
Summary of Mitigation
The NCDOT has avoided and minimized impacts to jurisdictional resources to the greatest extent possible.
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) for both
the B section and the preliminary impacts presented for Section A.
Project Schedule
Currently, R-5020B is scheduled to Let July 21, 2020, however this project may be accelerated if funding
becomes available. R-5020A is scheduled to Let on July 18, 2023.
NEPA Document Status
The Environmental Assessment (EA) was approved in June 2015. A Finding of No Significant Impact
(FONSI) was completed in September 2016. These documents are available at
https://xfer. services.ncdot.gov/pdea/EnvironmentalDocs/Documents/.

NEPA Merger Process
A project scoping meeting was held in August 2012 to begin early coordination between federal, state and
local agency project stakeholders. The NEPA Merger Process started with Concurrence Point (CP) 2, held
in March 2015. CPs 3 and 4A was held in July 2016. CPs 4B and 4C was held in December 2019.
Resource Status
The project is located in the Lumber River Basin and lies within Hydrologic Unit 03040206. Jurisdictional
streams in the project area are rated as Class C;Sw, No streams impacted are listed in the Final 2018 303(d)
report. This is within the coastal plain physiographic region.
A jurisdictional wetland and stream verification was conducted on July 30, 2013 with Ronnie Smith (USACE)
and Mason Herndon (NCDWR). Written verification for an isolated wetland near the intersection of the US
701 Bypass and NC 130 was received on October 9, 2013 (SAW-2012-00758).
Impacts to Jurisdictional Resources
Wetlands
Wetland impacts occur in the Lumber River Basin in HUC 03040206. Wetland impacts for R-5020A/B total
8.16 acres. Tables 1 and 2 list the impacts to wetlands for this project. Impacts are based upon final design
for R-5020B and preliminary impacts for R-5020A.
Table 1. R-5020B Wetland Impacts (Final)
Permit
EA Map
Permanent
Temporary
Drawing Site
Label
Type
Impacts (ac.)
Impact (ac.)
Number
3
WN
Riparian
0.21
0.04
6
WDD
Riparian
<0.01
0
Total:
0.21
0.04
Table 2. R-5020A Wetland Impacts (Preliminary)
Permit
EA Map
Drawing Site
Label
Type
Permanent Impacts (ac.)
Number
1
WA
Riparian
0.09
2
WZ
Riparian
0.22
3
WB
Riparian
0.01

Permit
Drawing Site
Number
EA Map
Label
Type
Permanent Impacts (ac.)
4
WC
Riparian
0.08
8
W W
Riparian
0.05
10
WZZ
Riparian
<0.01
12
WH
Riparian
0.02
14
W1
Riparian
0.19
15
WJ
Riparian
0.25
16
WL
Riparian
6.95
Total:
7.87
There will also be 0.39 acre of hand clearing in wetlands at Sites 9 and 16. There will also be an additional
0.08 ac for total take of wetlands at Site 15.
Streams
Surface water impacts occur in the Lumber River Basin in HUC 03040206. Permanent stream impacts for
R-5020 totals 1,262 linear feet. Tables 3-6 list the site number, reference number, stream name and amount
of impact.
Table 3. R-5020B Streams Impacted and Description Final
Permit Drawing
Site Number
EA Map Label
Stream Name
Perennial/Intermittent
1
SU
UT to Mollie Branch
Intermittent
2
SU
UT to Mollie Branch
Intermittent
4
SU
UT to Mollie Branch
Intermittent
5
SU
UT to Mollie Branch
Intermittent
Table 4. R-5020B Stream Impacts (Final)
Permit
Permanent Stream
Temporary Stream
Drawing Site
Impact Type
Impacts (ft)
Impacts (ft)
Number
1
Outlet Protection
20
0
2
1 36" Pipe/Extension/Replacement
20
11
4
15" Pipe Outfall
6
10
5
15" Pipe Outfall
9
10
Total
55
31

Table 5. R-5020A Streams Impacted and Description (Preliminary)
Permit Drawing
Site Number
EA Map Label
Stream Name
Perennial/Intermittent
1/2
SA
UT to Deep Branch
Perennial
5
SX
UT to Deep Branch
Intermittent
6
SY
UT to Deep Branch
Intermittent
7
SB
UT to Richardson Swamp
Intermittent
8
SD
UT to Richardson Swamp
Perennial
11
SV
UT to Richardson Swamp
Intermittent
13/18
SC
UT to Richardson Swamp
Perennial
Table 6. R-5020A Stream Impacts (Preliminary)
Permit
Drawing Site
Number
Impact Type
Permanent Stream
Impacts (ft)
Temporary Stream
Impacts (ft)
1
60" Pipe/Extend/Replace/Bank Stab.
46
8
2
60" Pipe/Extend/Replace/Bank Stab.
80
15
5
Fill
146
0
6
Fill/2 48" Pipes/Bank Stab.
461
25
7
Fill
76
15
8
54" Pipe/Extend/Replace
21
5
11
Drainage Inlet
0
7
13
Fill/Bank Stab.
139
12
18
Riprap channel
238
16
Total
1,207
103
Open Water
For the preliminary drawings for Section A, Site 17/17A was considered to be a tributary to Waters of the
U.S. Preliminary impacts to this site are <0.01 acre.
Protected Species
As of April 15, 2019, the United State Fish and Wildlife Service (USFWS) lists seven (7)
federally protected species for Columbus County (Table 7).

Table 7. Federally protected species listed for Columbus County
Common Name
Scientific Name
Federal Status
Habitat
Biological
Presence
Conclusion
American alligator
Alligator mississippiensis
Threatened (S/A)
Yes
Not required
Northern long-eared bat
Myotis septentrionalis
Threatened
Yes
MALAA*
Red -cockaded
icoides borealis
Endangered
No
No Effect
woodpecker
accamaw silverside
Menidia extensa
Threatened
No
No Effect
Wood stork
Mycteria americana
Threatened
Yes
MANLAA**
Cooley's meadowrue
Thalictrum cooleyi
Endangered
Yes
No Effect
ough-leaved
ysimachia asperulaefolia
Endangered
Yes
No Effect
loosestrife
*MALAA- May Affect, Likely to Adversely Affect
**MANLAA- May Affect, Not Likely to Adversely Affect
USFWS Concurrence
Informal concurrence for biological conclusions of May Affect, Not Likely to Adversely Affect was requested
for the wood stork from the USFWS on October 24, 2019. Concurrence was received on October 28, 2019
agreeing with NCDOT's biological conclusion (see attached).
The USFWS has developed a Programmatic Biological Opinion (PBO) in conjunction with the Federal
Highway Administration (FHWA), 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 project
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 Columbus County, where this project is located.
All other species listed for Columbus County received biological conclusions of No Effect and did not require
concurrence. An updated survey for Cooley's meadowrue is required for the project. As a stipulation of the
informal concurrence with USFWS, the survey will be completed prior to the project construction Let.
Bald and Golden Eagle Protection Act (BGPA)
A desktop-GIS assessment of the project study area, as well as the area within a 1.13-mile radius (1.0 mile
plus 660 feet) of the project limits, was performed on September 18, 2019. There were no waterbodies large
enough and sufficiently open to be considered potential feeding source. A review of the NCNHP database
updated October 2019 indicated no known occurrence of the bald eagle within five miles of the project.
Moratoria
There are no proposed in -water work moratoria for this project.

Cultural Resources
The proposed project involves widening the existing US 701 Bypass to the west in the vicinity of the Beth
Israel/Whiteville Hebrew Center in order to minimize impacts to the historic property. A landscaping plan
was developed to mitigate the minor encroachment to this property and a concurrence of "No Adverse Effect"
was received from HPO on January 13, 2015. One other property, Williamson House, was determined to be
an eligible historic property. Construction will not encroach upon this property and a concurrence of "No
Effect" was rendered.
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.
Indirect and Cumulative Effects
R-5020 was reevaluated by the NCDOT Community Studies Group in September 2019 with regard to
potential indirect and cumulative effects. Based on these evaluations, it was determined that the project will
not alter travel patterns, reduce travel time, affect access to properties in the area, or open areas for
development or redevelopment. Due to its minimal transportation impact -causing activities, this project will
neither influence nearby land uses nor stimulate growth. Therefore, a detailed indirect and cumulative effects
study will not be necessary.
Wild and Scenic Rivers
There have been no waterbodies within the study area that have been designated under the National Wild and
Scenic Rivers Act of 1968.
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.
Avoidance and Minimization
All jurisdictional features were delineated, field verified and surveyed within the corridor for
R-5020. 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:
• The proposed curb and gutter was extended to avid impacts to a cemetery adjacent to the existing road,
which also reduced impacts to wetlands in this area.
• At Wetland Site WL (Soules Swamp), existing US 701 Bypass will be widened to the east, this will
reduce wetland impacts by approximately 0.9 acre.
• The use of 3:1 slopes in wetland areas to reduce wetland impacts.

• The preferred alternative would bridge the man-made ditch (i.e., unnamed tributary to Soules Swamp)
parallel to Main Street and the railroad tracks, thereby not impacting this tributary to Waters of the U.S.
Compensation
The NCDOT has avoided and minimized impacts to jurisdictional resources to the greatest extent possible as
described above. The unavoidable permanent stream impacts of 1,262 linear feet and wetland impacts of 8.16
acre will be offset by compensatory mitigation provided by the North Carolina Department of Environmental
Quality (NCDEQ)-Division of Mitigation Services (DMS). Acceptance letters from DMS are attached.
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 NCDWR, for their approval. Authorization to debit the $570 Permit Application Fee from
WBS Element 45449.1.1 is hereby given.
A copy of this permit request and its distribution list will be posted on the NCDOT website at:
https://connect.ncdot. gov/resources/Environmental/Pages/default.asox.
Thank you for your assistance with this project. If you have any questions or need additional information,
please contact Jason Dilday at [e-mail] or [phone].
Sincerely,
DocuSigned by:
M, C. RZv 111
AAAD1248B309416...
for Philip S. Harris III, P.E., C.P.M.
Environmental Analysis Unit Head
cc:
NCDOT Permit Application Standard Distribution List

U.S. ARMY CORPS OF ENGINEERS
OMB APPROVAL NO.0710-0003
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT
EXPIRES: 31 AUGUST 2012
33 CFR 325
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 BYAPPLICANT)
5. APPLICANT'S NAME
8. AUTHORIZED AGENT'S NAME AND TITLE (agent is not required)
First - Philip Middle - S. Last - Harris
First - Middle - Last -
Company - NCDOT-EAU
Company -
E-mail Address -
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. WAREA CODE
10. AGENTS PHONE NOs. w/AREA CODE
a. Residence b. Business c. Fax
a. Residence b. Business c. Fax
919-707-6111
STATEMENT OF AUTHORIZATION
11. 1 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-5020
13. NAME OF WATERBODY, IF KNOWN (if applicable)
14. PROJECT STREET ADDRESS (if applicable)
Soules Swamp, Uts to Deep and Mollie Branch, Richardson Swamp
Address
15. LOCATION OF PROJECT
Latitude: -N 34.318553 Longitude: oW -78.708777
City - State- Zip-
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see instructions)
State Tax Parcel ID Municipality
Section - Township - Range -
ENG FORM 4345, OCT 2010 EDITION OF OCT 2004 IS OBSOLETE Proponent: CECW-OR

17. DIRECTIONS TO THE SITE
Please see attached vicinity map and cover letter.
18. Nature of Activity (Description of project, include all features)
The proposed project involves widening US 701 Bypass in Whiteville to a multi-llane facility from south of SR 1166 to norht of US 74/76
Bypass.
The proposed typical section is a four -lane median divided facility with curb and gutter and wide outside lanes to accommodate bicyclists.
Existing sidewalks along US 701Bypass disturbed by project construction will be replaced with new five -foot -wide sidewalks
and new sidewalks can be provided in areas where none currently exist. The existing structure over Carolina Southern Railroad and Main
Street will be replaced with two new bridges along the same alignment.
19. Project Purpose (Describe the reason or purpose of the project, see instructions)
The purpose of the proposed project is to increase the traffic carrying capacity and safety of US 701 Bypass within the project limits.
USE BLOCKS 20-23 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s) for Discharge
Impacts will result from widening the roadway and shoulders.
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 cover letter.
22. Surface Area in Acres of Wetlands or Other Waters Filled (see instructions)
Acres See attached cover letter.
or
Linear Feet See attached cover letter.
23. Description of Avoidance, Minimization, and Compensation (see instructions)
See attached cover letter.
ENG FORM 4345, OCT 2010

24. Is Any Portion of the Work Already Complete? Yes FX—]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 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.
Docu Signed by:
M R:Nt'J'." 11f for Philip S. Harris, III, P.E., C.P.M 2/11/2020
AAADt24se§0Q{dATURE OF APPLICANT DATE 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 2010

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
T1M BAUMGARTNER
Director
Mr. Philip S. Harris, III, P.E.
Environmental Analysis Unit
North Carolina Department of Transportation
1598 Mail Service Center
Raleigh, North Carolina 27699-1598
Dear Mr. Harris:
NORTH CAROLINA
Environmental Quality
January 22, 2020
Subject: Mitigation Acceptance Letter:
R-5020B, US 701 Bypass (Madison Street — JK Powell Boulevard) from SR 1437 (Virgil Avenue)
to US 74 / 76, Columbus County
The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will provide the
compensatory stream and wetland mitigation for the subject project. Based on the information supplied by you on January 21,
2020, the impacts are located in CU 03040206 of the Lumber River basin in the Southern Inner Coastal Plain (SICP) Eco-
Region, and are as follows:
Lumber
Stream
Wetlands
Buffer (Sq. Ft.)
03040206
SICP
Cold
Cool Warm
Riparian
Non-
Riparian
Coastal
Marsh
Zone 1
Zone 2
Impacts (feet/acres)
0
0
55.0
0.21
0
0
0
0
*Some of the stream and/or wetland impacts may be proposed to be mitigated at a 1:1 mitigation ratio. See permit application
for details.
The impacts and associated mitigation needs were under projected by the NCDOT in the 2019 impact data. DMS will
commit to implement sufficient compensatory stream and wetland mitigation credits to offset the impacts associated with this
project as determined by the regulatory agencies using the delivery timeline listed in Section F.3.c.iii of the In -Lieu Fee
Instrument dated July 28, 2010. If the above referenced impact amounts are revised, then this mitigation acceptance letter will
no longer be valid and a new mitigation acceptance letter will be required from DMS.
If you have any questions or need additional information, please contact Beth Harmon at 919-707-8420.
Sincerely,
Jam s B. tanfill
DM et Management Supervisor
cc: Mr. Monte Matthews, USACE — Raleigh Regulatory Field Office
Ms. Amy Chapman, NCDWR
File: R-5020B
North Carolina Department of Environmental Quality I Division of Mitigation Services
217 W. Jones Street 11652 Mail Service Center I Raleigh, North Carolina 27699-1652
919.707.8976

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
TIM BAUMGARTNER
Director
Mr. Philip S. Harris, III, P.E.
Environmental Analysis Unit
North Carolina Department of Transportation
1598 Mail Service Center
Raleigh, North Carolina 27699-1598
Dear Mr. Harris:
NORTH CAROLINA
Environmental Quality
February 11, 2020
Subject: Mitigation Acceptance Letter:
R-5020A, US 701 Bypass (Madison Street — JK Powell Boulevard) from south of SR 1166
(Pleasant Plains Road) to SR 1437 (Virgil Avenue), Columbus County
The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will provide the
compensatory stream and wetland mitigation for the subject project. Based on the information supplied by you on February
11, 2020, the impacts are located in CU 03040206 of the Lumber River basin in the Southern Inner Coastal Plain (SICP) Eco-
Region, and are as follows:
Lumber Stream Wetlands Buffer (Sq. Ft.)
03040206 Non- Coastal Zone 1 Zone 2
SICP Cold Cool Warm Riparian Riparian Marsh
Impacts (feet/acres) 0 0 1,207.0 7.95 0 0 0 0
*Some of the stream and/or wetland impacts may be proposed to be mitigated at a 1:1 mitigation ratio. See permit application
for details.
This mitigation acceptance letter replaces the mitigation acceptance letter issued on January 22, 2020. The
impacts and associated mitigation needs were under projected by the NCDOT in the 2019 impact data. DMS will commit to
implement sufficient compensatory stream and wetland mitigation credits to offset the impacts associated with this project as
determined by the regulatory agencies using the delivery timeline listed in Section F.3.c.iii of the In -Lieu Fee Instrument dated
July 28, 2010. If the above referenced impact amounts are revised, then this mitigation acceptance letter will no longer be valid
and a new mitigation acceptance letter will be required from DMS.
If you have any questions or need additional information, please contact Beth Harmon at 919-707-8420.
Sincerely,
J rAsset
tanfill
M Management Supervisor
cc: Mr. Monte Matthews, USACE — Raleigh Regulatory Field Office
Ms. Amy Chapman, NCDWR
File: R-5020A Revised
arwi,�snr+.�r®r�� r
North Carolina Department of Environmental Quality I Division of Mitigation Services
217 W. Jones Street 1 1652 Mail Service Center I Raleigh, North Carolina 27699-1652
919.707.8976

United States Department of the Interior
FISH AND WILDLIFE SERVICE
Raleigh ES Field Office
Post Office Box 33726
Raleigh, North Carolina 27636-3726
October 28, 2019
Philip S. Hams III, P.E.
NC Department of Transportation
Environmental Analysis Unit
1598 Mail Service Center
Raleigh, North Carolina 27699-1598
Dear Mr. Harris:
FUMa IWILDLIVE
SrAVICe
This letter is in response to your letter of October 24, 2019 which provided the U.S. Fish and
Wildlife Service (Service) with the biological conclusion of the North Carolina Department of
Transportation (NCDOT) that the proposed widening of US 701 Bypass in Columbus County (STIP
No. R-5020) may affect, but is not likely to adversely affect the federally threatened wood stork
(Mycteria americana). The following response is provided in accordance with Section 7 of the
Endangered Species Act (ESA) of 1973, as amended (16 U.S.C. 1531-1543).
According to information provided, a survey for wood storks was conducted at the project site on
September 19, 2019. No wood storks or nests were observed. Based on the survey results and other
available information, the Service concurs with your conclusion that the proposed action may affect,
but is not likely to adversely affect the wood stork. We note that although the biological conclusion
for Cooley's meadowrue (Thatictrum cooleyi) is "no effect", NCDOT has committed to conducting
another survey for the species during the appropriate survey window in 2020. Also, we note that the
northern long-eared bat has been previously addressed in a programmatic biological opinion.
We believe that the requirements of Section 7(a)(2) of the ESA have been satisfied. We remind you
that obligations under Section 7 consultation must be reconsidered if: (1) new information reveals
impacts of this identified action that may affect listed species or critical habitat in a manner not
previously considered in this review; (2) this action is subsequently modified in a manner that was
not considered in this review; or (3) a new species is listed or critical habitat determined that may be
affected by this identified action.
The Service appreciates the opportunity to review this project. If you have any questions regarding
our response, please contact Mr. Gary Jordan at [phone] (Ext. 32).
Sincerely,
Pete Benjamin
Field Supervisor
Electronic copy:
Jason Dilday, NCDOT, Raleigh, NC
Liz Hair, USACE, Wilmington, NC
Travis Wilson, NCWRC, Creedmoor, NC

Minutes from the Interagency 413/4C Hydraulic Design and Permit Review Meeting
R-5020 - Columbus County
NCDOT Structure Design ConE Room C
December 19, 2019
Team Members:
Liz Hair, USACE
Joanne Steenhuis, NCDWR
Robert Patterson, NCDWR
Patrick Flanigan, Cape Fear RPO
Minutes
(call in)
(call in)
(present)
(present)
Participants:
Craig Freeman, NCDOT Division 6 Project Lead
Steve Kendall, NCDOT Division 6
Jim Rerko, NCDOT Division 6 DEO
Rusty Marsh, NCDOT Division 6
Greg Price, NCDOT Division 6
Chris Rivenbark, NCDOT EAU
Jason Dilday, NCDOT EAU
Mark Staley, NCDOT REU
Mike Sanderson, NCDOT EPU
Charlie Flowe, KCI
Barry Smith, KCI
Josh Dalton, Sungate Design Group
Randy Howard, Sungate Design Group
Craig Freeman opened the meeting and introductions were made by all in attendance.
The current project schedules have R-5020B Let Date as July 2020 with R-5020A Let
Date as July 2023. Therefore, R-5020B will be a final permit while R-5020A will be a
preliminary permit with a modification anticipated at a later date.
Josh Dalton proceeded through the project plan sheets:
General
• Joanne Steenhuis (NCDWR) requested showing impacts to the 0.001 acres. Chris
Rivenback stated the permit drawing impact summary will continue showing to
the nearest 0.01 acre, however the spreadsheet which shows impacts to 0.001 acre
will be provided.
• Update all sheet enlargement references to the correct total amount of pages.
Several sheets show 37 as the total and should be 40 sheets.
• Joanne requested that mechanized clearing limits be shown on the cross sections.
R-5020A
Plan Sheets 4 & 5:
Site 2 — Joanne asked if an endwall was proposed on the outlet end of the
proposed 60" RCP. Josh Dalton stated that one was not proposed as that is not
current NCDOT policy.

• Sites 1, 3, and 4 — No comments.
Plan Sheet 6:
• Site 5 & 6 - Josh noted that 2 @ 48" RCPs will replace 2 @ 24" RCPs. Pipe
inverts will be buried. A floodplain bench is not proposed at the inlet or outlet. No
comments.
Plan Sheet 8:
• Sites 7 & 8 — No comments.
• Site 9 — Is mechanized clearing necessary to tie the ditch in? Hand clearing can be
used for erosion control measures.
Plan Sheet 9:
• Site 10 - No comments.
Plan Sheet 11:
• Site 11 & 12 — No comments.
Plan Sheet 12:
• Sites 13 & 14 — No comments.
• Site 15 — For total take sites, show only areas that will be impacted as fill or
mechanized clearing. Keep the note that states "Total Take" on the permit
drawings. Breakout impacts in a note on the impact summary sheet stating "Total
Take".
Plan Sheets 14, 15, and 16:
• Site 16 - Include 10' of mechanized clearing impacts around bridge sloping
abutments.
• Sites 17 & 17A — The stream at both impacts was verified by Jason Dilday as a
non-mitigable stream after the meeting. No linear impacts will be included in the
impact summary and a note will be added to the bottom of the impact summary.
The linestyle in the permit drawings and plans will be updated to show
JS_NON—MIT.
Plan Sheet 17:
• Site 18 - Existing 36" and 42" pipes will be replaced with a box culvert. This
culvert size and layout has not been finalized. Stream impacts will be minimized
to the extent practicable.

Impact Summary Table:
• Include Project Totals in summary.
R-5020B
Plan Sheets 9 & 10:
• Site 1 & 2 - No comments.
Plan Sheet 42:
• Site 3 — A portion of this wetland has previously been cleared by the property
owner. In these areas, temporary impacts have been shown to allow for erosion
control measures. No additional comments.
-Meeting Adjourned.

Submitted 2/11/2020
HlNorth Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.08; Released April 2018) FOR NCDOT PROJECTS
WBS Element: 41499.1.3 TIP No.: R-5020B County(ies): Columbus Page 1 of 2
General Project Information mom
WBS Element:
41499.1.3 ITIP Number: R-5020B Project Type: Roadwa Widenin Date: 3/25/2019
NCDOT Contact:
Steven Kendall, PE
Contractor / Desi ner:
William M. Hines, PE
Address:
NCDOT Division 6
558 Gillespie Street (P.O. Box 1150)
Fayetteville, NC 28302
Address:
Sungate Design Group, PA
905 Jones Franklin Road
Raleigh, NC 27606
Phone:
910 364-0603
Phone:
919 859-2243
Email:
sdkendall ncdot. ov
Email:
whines sun atedesi n.com
City/Town:
Whiteville
Count ies :
Columbus
River Basin(s):
Lumber
CAMA County?
No
Wetlands within Project Limits?
Yes
Project Description
Project Length (lin. miles or feet):
2.183 Mi. Surrounding Land Use: Urban - Commercial and Residential
Proposed Project
Existing Site
Project Built -Upon Area ac.
28.1 ac.
27.4 ac.
Typical Cross Section Description:
-L- (US 701 Bypass): One 14' travel lane and one 12' travel lane in each direction (four
travel lanes total) with 2'-6" curb and gutter drainage, sidewalk, and a 20' raised grass
median.
-L- (US 701 Bypass): Two 12' travel lanes in each directin (four travel lanes total), plus
a 12' center turn lane, with 2'-6" curb and gutter drainage and sidewalk.
Annual Avg Daily Traffic (veh/hr/day):
Design/Future: 26,000 Year: 2040
Existing: 21,417 Year: 2020
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
The R-5020B project involves replacing the existing US-701 Bypsas within the Town of Whiteville and improving intersections along with other improvements to adjacent
roadways. Rip rap dissipation has been incorporated at drainage pipe outlets and outfalls where applicable. 2:1 roadway fill slopes were used in the area of the jurisdictional
stream in order to minimize impacts. In areas adjacent to the wetland, 3:1 roadway fill slopes were used to reduce wetland impacts.
Waterbody Information
Surface Water Body (1): Soules Swamp
NCDWR Stream Index No.:
15-4-8
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class C
Supplemental Classification:
Swamp Waters Sw
Other Stream Classification:
Impairments:
None
Aquatic T&E Species?
No Comments:
NRTR Stream ID:
Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body?
No
Deck Drains Discharge Over Buffer? INo
Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body?
N/A
(If yes, provide justification in the General Project Narrative)
(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
(If yes, provide justification in the General Project Narrative)

Submitted 2/11/2020
Highway North Carolina Department of Transportation
Stori nwateC �
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.08; Released April 2018) FOR NCDOT PROJECTS
WBS Element: 41499.1.3 TIP No.: R-5020B County(ies): Columbus Pa e 2 of 2
Additional Waterloo d Information
Surface Water Body (2): Mollie Branch
NCDWR Stream Index No.:
15-4-8-8
NCDWR Surface Water Classification for Water Body
P imary Classification:
Class C
Supplemental Classification:
Swamp Waters Sw
Other Stream Classification:
Impairments:
None
Aquatic T&E Species?
Comments:
NRTR Stream ID:
Buffer Rules in Effect:
Project Includes Bridge Spanning Water Body?
INo
Deck Drains Discharge Over Buffer? I
Dissipator Pads Provided in Buffer?
Deck Drains Discharge Over Water Body? I (If yes, provide justification in the General Project Narrative)
(If yes, provide justification in the General Project Narrative)
Surface Water Body (3): White Marsh NCDWR Stream Index No.:
(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
15-4
NCDWR Surface Water Classification for Water Body
P imary Classification:
Class C
Supplemental Classification:
Swamp Waters Sw
Other Stream Classification:
Impairments:
None
Aquatic T&E Species?
Comments:
NRTR Stream ID:
Buffer Rules in Effect:
Project Includes Bridge Spanning Water Body?
INo
Deck Drains Discharge Over Buffer? I
Dissipator Pads Provided in Buffer?
Deck Drains Discharge Over Water Body?
I
(If yes, provide justification in the General Project Narrative)
(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
(If yes, provide justification in the General Project Narrative)
90
Surface Water Body 4 :
NCDWR Stream Index No.:
NCDWR Surface Water Classification for Water Body
Primary Classification:
Supplemental Classification:
Other Stream Classification:
Impairments:
Aquatic T&E Species?
Comments:
NRTR Stream ID:
Buffer Rules in Effect:
Project Includes Bridge Spanning Water Body?
Deck Drains Discharge Over Buffer?
Dissipator Pads Provided in Buffer?
Deck Drains Discharge Over Water Body?
(If yes, provide justification in the General Project Narrative)
(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
(If yes, provide justification in the General Project Narrative)
Surface Water Body 5 : 1
NCDWR Stream Index No.:
NONE
NCDWR Surface Water Classification for Water Body
P imary Classification:
Supplemental Classification:
Other Stream Classification:
Impairments:
Aquatic T&E Species?
Comments:
NRTR Stream ID:
Buffer Rules in Effect:
Project Includes Bridge Spanning Water Body?
IDeck Drains Discharge Over Buffer? I
Dissipator Pads Provided in Buffer?
Deck Drains Discharge Over Water Body?
(If yes, provide justification in the General Project Narrative)
(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
(If yes, provide justification in the General Project Narrative)

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STATE OF NORTH CAROL INA
DIVISION OF HIGHWAYS
COL UMB US COUNTY
LOCATION: US 701 BYPASS (MADISON STREET - JK POWELL BOULEVARD)
FROM SR 1437 (VIRGIL AVENUE) TO US 74176
TYPE OF WORK: GRADING, DRAINAGE, PAVING, AND SIGNALS
NAD 83i `_
NA 2011
END TIP PROJECT R-5020B
WETLAND AND SURFACE WATER IMPACTS PERMIT
SITE 4, 5
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END TIP PROJECT R-5020A
BEGIN TIP PROJECT R-5020B
°J-L- POT STA 174 + 50.00
NOTE:
1. THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF THE CITY OF WHITEVILLE.
2. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD
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GRAPHIC SCALES
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DESIGN DATA
ADT 2020 = 21,417
ADT 2040 = 26,000
K = $ %
D = 55 %
T = 6 % *
V = 50 MPH
* TTST — 3% DUAL 3% �
FUNC CLASS =URBAN ARTERIAL
PROJECT LENGTH
—
LENGTH OF ROADWAY TIP PROJECT R-5020B — 2.183 MILES
TOTAL LENGTH OF TIP PROJECT R-5020B = 2.183 MILES
Pre red In the Office of:
Plans Pre area For:
HYDRAULICS ENGINEER
SIGNATURE: P�
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
-1 Associates ofN.C., P.A.
4505 Falls of Neuse Road, Suite 400
Raleigh NC 27609
Phone[phone]
��:� Fax[phone]
DIVISION OF HIGHWAYS
558 Gillespie St.
Fayetteville NC, 28302
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2012 STANDARD SP&C7FICA7IONS
CHARLES L. FLOWE, P.E.
PLANS
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RIGHT OF WAY DATE.
FEBRUARY 16 2018
PROJECT ENGINEER
BARRY C. SMITH, P.E.
ROADWAY DESIGN
ENGINEER
P.E.
crn_nre Trroc.
LETTING DATE.
FEBRUARY 18, 2020
NCDOT CONTACT.
PROIRCT
PROFILE (HORIZONTAL)
10 5 0 10 20
PROJECT DESIGN ENGINEER
STEVEN KENDALL, P.E.
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PROJECT REFERENCE NO.
SHEET NO.
R-50203
2
RAY SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
�
1"=100'
\
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DO NOT USE MR
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UNLESST
ALL SIGNATURES COMPLETED
KC 1 FnOn.eas . Planacrs . Surnisa . Constroctiou Ma
s Falls of N 6 9 R°ad, lure 4W
Raleigh, NC 2-
iio uwww.keirom phOu (91�'183-9214-911J •Fat [phone]
SUNGATE DESIGN GROUP, P.A.
MIZill
TEL() ARGENA sg�
PERMIT DRAWING
SHEET 8 OF 10
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* DENOTES MECHANIZED
CLEARING
STA. 283+40 -L- LT
II I I II tll DENOTES TEMPORARY
�I I \III DETAIL 6 FILL IN WETLAND
TOE PROTECTION
I NM ro Smle)
Gro°nd F
\ \ d=2.0 Ft. Geote ile FOR -L- PROFILE, SEE SHEET 19
\\\ 1 Type of Liner= CL 'B' RiI,i
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60
70
80
90
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1 PROD. REFERENCE NO.
SHEET NO.
R-5020B
X-45
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150
1
0
11,10
11,10
10
100
90
80
70
60
50
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1D
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Submitted 2/11 /2020
WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
1
248+57 to 248+77-L-LT
OUTLET PROTECTION
< 0.01
20
2
249+06 to 249+32-L-LT
36" PIPE
< 0.01
< 0.01
20
11
3
280+66 to 284.68-L-LT
ROADWAY FILL
0.14
0.04
< 0.01
0.06
4
249+85 to 250+01-L-LT
15" PIPE
< 0.01
< 0.01
6
10
5
251+20 to 251+39 -L-LT
15" PIPE
< 0.01
< 0.01
9
10
6
283+28 to 283+48-L-RT
30" PIPE
< 0.01
< 0.01
TOTALS*:
0.15
1 0.04
1 < 0.01
0.06
< 0.01
< 0.01
55
31
0
*Rounded totals are sum of actual impacts
NOTES:
Site #3: Due to clearing by property owner, mechanized clearing adjusted and temporary fill in wetland added.
2018 Feb

Submitted 2/11/2020
Hi hwaOF North Carolina Department of Transportation t
F gStOYYY Highway Stormwater Program g°
= STORMWATER MANAGEMENT PLAN
(Version 2.08; Released April 2018) FOR NCDOT PROJECTS
WBS Element: 41499.1.2 TIP No.: R-5020A County(ies): Columbus Page 1 of 2
General Project Information
WBS Element:
41499.1.2 ITIP Number: R-5020A Project Type: Roadwa Widenin Date: 3/12/2019
NCDOT Contact:
Steven Kendall, PE
Contractor/ Desi ner:
Brad T. Smith, El
Address:
NCDOT Division 6
558 Gillespie Street (P.O. Box 1150)
Fayetteville, NC 28302
Address:
Sungate Design Group, PA
905 Jones Franklin Road
Raleigh, NC 27606
Phone:
910 364-0603
Phone:
919 859-2243
Email:
sdkendall ncdot. ov
Email:
bsmith sun atedesi n.com
City/Town:
Whiteville
Count ies :
Columbus
River Basin(s):
Lumber
ICAMA County?
I No
Wetlands within Project Limits?
Yes
Project Description
Project Length (lin. miles or feet):
3.112 Mi. Surrounding Land Use: Medium and low density residential, business, and industrial.
Proposed Project
Existing Site
Project Built -Upon Area ac.
38.5 ac.
21.6 ac.
Typical Cross Section Description:
-L- (US 701): One 14' travel lane and one 12' travel lane in each direction (four travel
lanes total) with 2'-6" curb and gutter drainage, sidewalk, and a concrete island.
-L- (US 701): Two 12' travel lanes with grass shoulders and grass roadway ditches on
both sides.
Annual Avg Daily Traffic (veh/hr/day):
Design/Future: 26,900 Year: 2040
Existing: 21,650 Year: 2020
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
The R-5020A project involves widening existing US-701 south of Whiteville, improving intersections, and replacing bridges along with other improvements to adjacent roadways,
including replacing an undersized culvert under US-701 Business. Curb and gutter drainage has replaced existing roadway ditches. Rip rap dissipation has been incorporated at
drainage pipe outlets and outfalls where applicable. Proposed cross pipes in jurisdictional streams will be buried. In areas adjacent to wetlands, 3:1 roadway fill slopes were used
to reduce wetland impacts. There are two existing major structures crossing waterways within the project limits that will be replaced. The first proposed structure is a 3 span
(1 @45', 1 @55', 1 @45') 36" girder bridge with 4' end bent caps over Soules Swamp. The proposed bridge will have spill -through abutments. In the area of the causeway and
bridge, 1 Y of mechanized clearing will be provided to allow enough room for the conctractor to successfully construct the proposed slopes. In the project limits, Soules Swamp is
a FEMA detailed study area with non -encroachment widths established. The second proposed structure is a 9'x7' RCBC buried Von UT to Richardson Swamp, which is not in a
FEMA study area. Both structures have been designed to have as little environmental and surface water impacts as is practicable.
Waterbody Information
Surface Water Body (1): Deep Branch
NCDWR Stream Index No.:
15-4-8-6
NCDWR Surface Water Classification for Water Body
Pr mary Classification:
Class C
Supplemental Classification:
Swamp Waters Sw
Other Stream Classification:
Impairments:
None
Aquatic T&E Species?
No Comments:
NRTR Stream ID:
Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body?
No
I Deck Drains Discharge Over Buffer? N/A
Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body?
N/A
I (If yes, provide justification in the General Project Narrative)
i
(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
(If yes, provide justification in the General Project Narrative)

Submitted 2/11/2020
HI hwa North Carolina Department of Transportation
gStOtt bt£ra Highway Stormwater Program
STORMWATER MANAGEMENT PLAN- �
(Version 2.08; Released April 2018) FOR NCDOT PROJECTS
WBS Element: 41499.1.2 TIP No.: R-5020A Count ies : Columbus Page 2 of 2
Additional Waterbody Information
Surface Water Body (2): Richardson Swamp
NCDWR Stream Index No.:
15-4-9
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class C
Supplemental Classification:
Swamp Waters Sw
Other Stream Classification:
Impairments:
None
Aquatic T&E Species?
No Comments:
NRTR Stream ID:
Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body?
No
Deck Drains Discharge Over Buffer? N/A
Dissipator Pads Provided in Buffer? I N/A
Deck Drains Discharge Over Water Body?
I N/A
(If yes, provide justification in the General Project Narrative)
(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
(If yes, provide justification in the General Project Narrative)
Surface Water Body 3 : 1 Soules Swamp
NCDWR Stream Index No.:
15-4-8
NCDWR Surface Water Classification for Water Body
Pr mary Classification:
Class C
Supplemental Classification:
Swamp Waters Sw
Other Stream Classification:
Impairments:
None
Aquatic T&E Species?
No Comments:
NRTR Stream ID:
Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body?
Yes
Deck Drains Discharge Over Buffer? N/A
Dissipator Pads Provided in Buffer? I N/A
Deck Drains Discharge Over Water Body?
IN2
(If yes, provide justification in the General Project Narrative)
(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
(If yes, provide justification in the General Project Narrative)
Surface Water Body 4 : 1
NCDWR Stream Index No.:
NCDWR Surface Water Classification for Water Body
Primary Classification:
Supplemental Classification:
Other Stream Classification:
Impairments:
Aquatic T&E Species?
Comments:
NRTR Stream ID:
Buffer Rules in Effect:
Project Includes Bridge Spanning Water Body?
Deck Drains Discharge Over Buffer?
Dissipator Pads Provided in Buffer?
Deck Drains Discharge Over Water Body?
(If yes, provide justification in the General Project Narrative)
(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
(If yes, provide justification in the General Project Narrative)
Surface Water Body 5 : 1
NCDWR Stream Index No.:
NCDWR Surface Water Classification for Water Body
Pr mary Classification:
Supplemental Classification:
Other Stream Classification:
Impairments:
Aquatic T&E Species?
Comments:
NRTR Stream ID:
Buffer Rules in Effect:
Project Includes Bridge Spanning Water Body?
Deck Drains Discharge Over Buffer?
Dissipator Pads Provided in Buffer?
Deck Drains Discharge Over Water Body?
(If yes, provide justification in the General Project Narrative)
(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
16- (If yes, provide justification in the General Project Narrative) I

See Sheet 1A for Index of Sheets
See Sneer I ror (,onvenrlonal JymDols
VILL
CITY LIMIT
TY LI
I
L *-,,,,�ps�on
WHITEVILL `
l
Pop. 5,116
s
E N D
1437
PROJ
/✓
WHITEVILLE
CITY LIMITS
BEGIN
1920
PROJEC
1429° R O
TO NC 410
TABS OR CITY
SITE 1
SITE 3
1431 �""��� V� BRUNSWIC
Pop. 1,057
Tpm
BRUNSWICK
CITY LIMITS
VICINITY MAP
(NOT TO SCALE)
STATE OF NORTH CAROL INA
DIVISION OF HIGHWAYS
COL UMB US CO UNTY
LOCATION: US 701 BYPASS (MADISON STREET JK POWELL BLVD.)
FROM SOUTH OF SR 1166 (PLEASANT PLAINS CHURCH
ROAD) TO SR 1437 (VIRGIL AVENUE)
TYPE OF WORK• GRADING DRAINAGE PAVING STRUCTURES AND SIGNAL
WETLAND AND SURFACE WATER IMPACTS PERMIT
SITEI2 SITE 5
-J
5 SITE 6
SITE 8
6 ti
8P
Q-
ON
(Madisoo U,S �OKgop I _
ell Blvdl
SITE 4
S 7 SITE 9
SITE 10
BEGIN TIP PROJECT R-5020A
-L- POT STA 10 + 20.00
\ 1
1 SITE 11
�P o
TE
S
STATE RROIP-CI RBRR.RER- NQ
SKEET
NO.
TOTAL
SR88M
�•
R-5020A
9TAT8 PROl.N0.
P.APROl. NO.
OE9CRIPT[ON
41499.1.2
N.A.
P.E.
41499.2.2
N.A.
RLW
41499.2.4
N.A.
UTIL.
41499.3.2
N.A.
CONST.
90% REVIEW
PLANS
PERMIT
SHEET
DRAWING
1 OF 40
R� END BRIDI
BEGIN BR
-L- ta.lf
SITE 16
13 ___ 1
O \
�P SITEFITE 17
PROPOSED
L
U
/ v a
SITE 17A
4 a
I
BEGIN BR/DGE END BRIDGE
-L- S1o.152+55DO -L- S10./54+00.00
SITE 15
WHITEVILLE CITY LIMITS
SI E 13
I
SITE 14
END TIP PROJECT R-5020A
SITE 12
- - t - - - BEGIN TIP PROJECT R-5020B
-L- POT STA 174 + 50.00
SITE 18
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
REVISED SIGNAL SUNGATE DESIGN GROUP, P.A.
SIGNAL
NOTE: � E a11,
1. THIS IS A PARTIAL CONTROLLED —ACCESS PROJECT WITH ACCESS BEING LIMITED TO POINTS AS SHOWN ON THE PLANS. J
eo
GRAPHIC SCALES
50 25 0 50 100
DESIGN DATA
ADT 2020 = 21,650
ADT 2040 = 26,900
K = 8 %
D _ 3 Q/o
0
T = 5 /o
V = 50 MPH
* (TTST =2% + DUAL 3%)
FUNC CLASS =URBAN ARTERIAL
REGIONAL TIER
PROJECT LENGTH
LENGTH OF ROADWAY TIP PROJECT R-5020A = 3.055 MILES
LENGTH OF STRUCTURE TIP PROJECT R-5020A = 0.057 MILES
TOTAL LENGTH OF TIP PROJECT R-5020A = 3.112 MILES
Prepared in the Office of:
Plans Prepared For:
HYDRAULICS ENGINEER
SIGNATURE:
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
KCI Associates of N.C., P.A.
4505 Falls of Neuse Road, Suite 400
Raleigh, NC 27609
Phone [phone]
,�,.�,..,_, Fax[phone]
DIVISION OF HIGHWAYS
558 Gillespie St.
Fayetteville NC, 28301
0* WORF47
r
�
��
p OP, TRR¢a��®
2018 STANDARD SPECIFICATIONS
CHARLES L. FLOWE, P.E.
PLANS
50 25 0 50 100
RIGHT OF WAY DATE:
FEBRUARY 16, 2018
PROJECT ENGINEER
BARRY C. SMITH P.E.
ROADWAY DESIGN
ENGINEER
P.E.
SIGNATURE:
LETTING DATE:
FEBRUARY 18, 2020
PROFILE (HORIZONTAL)
10 5 0 10 20
PROJECT DESIGN ENGINEER
NCDOT CONTACT: CRAIG
PROJECT
A. FREEMAN, P.E.
PROFILE (VERTICAL)
ENGINEER —DIVISION 6

e�
/ I PROJECT REFERENCE NO. SHEET NO.
R-5020A 4
DETAIL 1 DETAIL 2 SHEET NO.
RIP RAP AT EMBANKMENT SPECIAL LATERAL DES BASE DITCH ROADWAY DESIGN HYDRAULICS
(Nato Scole) I— -1) �� ENGINEER ENGINEER
1o•mm.
Dikh
Naural Frmt Q'
Grade 1.0'min. 1,5 Gmund 3,�/ D er Ditch
� �� F Slope
"B,.I Min. D=1.5 Ft.
GrofeNile 8=2.0 Ff. Q
Type aLiner= class IRip-Rap FROM STA.15+70 TO STA.16+50 -L- VT�P
FROM STA. 15+65 TO STA. 15+80 -L- RT
50' 2550' 100'
SCALE: ' —100' DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
!! ✓ Eugiecers • %amers • Sciemists . Coosevvrion Nss
\\ M6 FellsC 279e R2ued, Suite JW
/ Oh�� Phoue (9L9) ]8 93I4� Fac (919) ]839366
PERMIT DRAWING SUNGATE DESIGN GROUP, P.A.
SHEET 3 OF 40 LIN / R,°s»sROLINaz,�
g WD \
36" BLK ALL I. tl9� / 4g" W8 -"Lt STR SZ g 1
75�
J 8
ISB 36. BLK WAL
t ,Sly H E�T9 4�gSITE 2
ao TO
WETLAND WZ 5T.7 GFD `
m \f \ / IF
�/T. EXISTING DI — y S
4i} EP E%ISTING R/W IP_ —
18 WI3KALE g 86 eS— 88
IS'-87
\� �'eL �08�-as✓�,•, y----- OVE REMOVE
4 U l ✓PM @WHITE Y —� U
I j �sc- S /
Z�'y,a_
TIE TO EXI ING DITCH BAN
SITE 1 \'� SY N� 7
/Gnt NAG Fur��
TS SdE BL�DET �2
No CLAIM as— STREAM SA �� a
tiA/ / / I i WETLAND WA I
/
mi f DENOTES FILL IN �a ���� I HIV
F WETLAND 4'' 11
i
DENOTES MECHANIZED_
�l ! + CLEARING�� \�
I \ DENOTES IMPACTS INI
i
SURFACE WATER
6� DENOTES TEMPORARY
�\ \— IMPACTS IN SURFACE WATER/
FOR —L— PROFILE, SEE SHEET 18
T
H
Lu
Lu
2
N
Lu
Lu
Ln
O
O110
T
d
tN
J
Lu
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2
V
Q
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Ri ihmittArl 9/1 1 /gngn
12.5' 6.25' 0 12.5' 25'
PROJECT REFERENCE NO. SHEET NO.
R-5020A
SCALE: 1"=25'
W SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
l
'l
o
v _
STREAM SZ
TEMP IMPACTS
IMPACTS IN
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT D RAW I N G
o
J\
IN RFAC TER
RFACE WATER
SHEET 4 OF 40
DENOTES
EXCAVATION
IN WETLAND
F DENOTES FILL IN
WETLAND
WETLAND WZ
i
�(
* DENOTES MECHANIZED
CLEARING
— — _
_
L
6O RCP
—IV"
DENOTES
SURFACE
IMPACTS IN
WATER
_
—BURY
— -�
V
—
— -
DENOTES
TEMPORARY
SITE 2 6 H
F
'
— F
IMPACTS
IN SURFACE WATER
r
F
T
T
T
REMO
A_ OR o OF
vY/
—
cto
T FO
T FO
�TT
T FO
T
G
15"
' \
- F
IMPACTS IN
SURFACE WATER
EXCAVATION
EXCAVATION
—
�-M
GATE
LF
�
—
— —
�
/
SITE 1
STREAM SA
I\N)/// SUR ACETER 1
\I/
I
WETLAND WB
I
WETLAND
WA
4—/
FILLIN WETLAND
'\(/1/
I
4—/ \(f1\/�
SITE 3

Ri ihmittArl 9/1 1 /gngn
1
0
0 20
10 0 10 20 30 40 50 60
16+ 0. DO
70
0 5 10
PROJ. REFERENCE NO. SHEET
NO.
�S
R-5020A
X-3
1
0
1,0
1
0
1110
100
90
80
90
100
10
1 0 130
1
0 1.10
W
PERMIT DRAWING
SHEET 5 OF 40
An
z
ILL
W
-
_8825190
--
00
SITE 2
IMPACTS
INI
SURFACE
A
ER
F
LL IN
ET
LAND
MECHANIZE)
LE
RIN
—
6
34.1
—
83.1
70
gn
FILL
IN
I
ET
(AND
b:l
—tMECI
:1
AN
ZE
C
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8758
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SITE
1
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IN
WERAND
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83.12
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1
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150
1
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REFERENCE
NO.
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I
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R-5020A 5
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11-5020A 5
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PROJECT REFERENCE NO.
SHEET NO.
R-5020A
6
RNO SHEET NO.
ROADWAY DESIGN
HYDRAULICS
ENGINEER
ENGINEER
DETAIL 2 DETAIL 4 DETAIL 16 DETAIL 18
SPECIAL LATERAL BASE DITCH SPECIAL LATERAL BASE DITCH STANDARD BASE DITCH TOE PROTECTION
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PROJECT REFERENCE NO.
SHEET NO.
R-5020A
6
RNO SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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NO.
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R-5020A X-22
00
150
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120
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BRIDGE HYDRAULIC DATA
DESIGN DISCHARGE = 2880 CFS
DESIGN FREQUENCY = 50 YRS
DESIGN HW ELEVATION = 56.5 FT
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DETAIL 11 DETAIL 12 DETAIL 13 R-5020A 16
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Submitted 2/11/2020
WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
1
14+75 to 15+97-L-RT
60" RCP
0.06
< 0.01
0.03
< 0.01
< 0.01
38
8
15+65 to 15+79 -L-RT
BANK STABILIZATION
8
2
15+75 to 18+80-L-LT
ROADWAY FILL
0.15
0.07
< 0.01
< 0.01
60
15
15+88 to 16+08-L-LT
BANK STABILIZATION
20
3
16+12 to 16+28-L-RT
ROADWAY FILL
< 0.01
< 0.01
< 0.01
4
17+35 to 18+78-L-RT
ROADWAY FILL
0.05
0.03
5
33+76 to 34+10-L-LT
ROADWAY FILL
0.01
146
6
34+45 to 38+12-L-
2 AT 48" RCP
0.03
< 0.01
403
25
34+53 to 34+69-L-LT
BANK STABILIZATION
58
7
66+69 to 67.23-L-RT
ROADWAY FILL
< 0.01
< 0.01
76
15
8
68+71 to 69+63-L-LT
ROADWAY FILL
0.03
0.02
< 0.01
< 0.01
21
5
9
68+63 to 69+20-L-RT
DITCH OUTLET
0.01
10
75+26 to 75+43-L-RT
42" RCP
< 0.01
< 0.01
11
96+66 to 96+70-L-LT
DRAINAGE INLET
< 0.01
7
12
99+12 to 99+75-L-RT
ROADWAY FILL
0.01
0.01
13
111+33 to 111+52-L-RT
ROADWAY FILL
0.01
< 0.01
81
12
111+42 to 111+50--L-RT
BANK STABILIZATION
58
14
111+96 to 113+54-L-RT
ROADWAY FILL
0.16
0.03
15
120+37 to 122+05-L-
ROADWAY FILL
0.23
0.02
16
140+41 to 167+55-L-
ROADWAY FILL
5.66
1.03
152+31 to 154+24 -L-
BRIDGE
0.16
0.02
0.08
0.38
17
14+52 to 14+79-Y15-RT
PIPE OUTLET
< 0.01
17A
17+63 to 17+83-Y15RT
PIPE OUTLET
< 0.01
TOTALS*:
6.51
0.06
1.30
0.39
0.07
< 0.01
969
87
0
*Rounded totals are sum of actual impacts
NOTES:
Site 15: Will also include 0.078 ac for total take of wetlands
Site 16: Each bent has 5 piers of 24" Diam, 4 bents=20 piers=62.8 SF=0.001 AC
Revised 2018 Feb

Submitted 2/11/2020
WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
18
22+00 -EY7A-
14'x4' RCBC
20+43 to 21+57-EY7A-LT
INLET CHANNEL
0.09
< 0.01
197
8
21+86 to 22+07-EY7A-RT
OUTLET CHANNEL
0.01
< 0.01
41
8
TOTALS THIS SHEET
0.10
< 0.01
238
16
TOTALS SHEET 39
6.51
0.06
1.30
0.39
0.07
< 0.01
969
87
TOTALS*:
6.51
0.06
1.30
0.39
0.17
0.02
1207
103
0
*Rounded totals are sum of actual impacts
NOTES:
Site 15: Will also include 0.078 ac for total take of wetlands
Site 16: Each bent has 5 piers of 24" Diam, 4 bents=20 piers=62.8 SF=0.001 AC
Revised 2018 Feb