20201516 Ver 1_Final_Fully Executed Section 404 permit_R-5797_20210426

Carpenter,Kristi
From:Chapman, Amy
Sent:Monday, April 26, 2021 7:48 AM
To:Carpenter,Kristi
Subject:FW: \[External\] Corps 404 permit_SAW-2018-00552_ NCDOT Division 6_R-5797
Columbus
Attachments:Final_Fully Executed Section 404 permit_R-5797.pdf
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Not sure if you saw this or if Joanne scanned it in.
I’m sure she did.

From: Hair, Sarah E CIV CESAW CESAD (US) <[e-mail]>
Sent: Friday, April 23, 2021 1:41 PM
To: Jordan, Gary <[e-mail]>; pace wilber <[e-mail]>; Bowers, Todd
<[e-mail]>; Howell, Jonathan <[e-mail]>; Chapman, Amy
<[e-mail]>
Cc: Harmon, Beth <[e-mail]>; Steenhuis, Joanne <[e-mail]>
Subject: \[External\] Corps 404 permit_SAW-2018-00552_ NCDOT Division 6_R-5797 Columbus

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Good afternoon all,

For your records. Please see attached.

Liz Hair
Regulatory Project Manager
Wilmington District
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, NC 28403
[e-mail]
Work Cell: 910-512-4456

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April 16, 2021
Regulatory Division
Action ID. SAW-2018-00552
Mr. Gregory W. Price
North Carolina Department of Transportation
Division 6
500 Transportation Drive
Fayetteville, North Carolina 28302
Gwprice2Rncdot.gov
Dear Mr. Price,
In accordance with the written request of November 18, 2020, and the ensuing
administrative record, enclosed is a permit to discharge dredged or fill material into
waters of the U.S. in association with construction activities related to related to the
upgrade of the existing interchange along U.S. Highway 74 and SR 1506 (Old
Boardman Road/Macedonia Church Road), in Boardman, Columbus County, North
Carolina. This project is identified as R-5797.
Any deviation in the authorized work will likely require modification of this permit. If
any change in the authorized work is necessary, you should promptly submit revised
plans to the Corps showing the proposed changes. You may not undertake the
proposed changes until the Corps notifies you that your permit has been modified.
Carefully read your permit. The general and special conditions are important. Your
failure to comply with these conditions could result in a violation of Federal law. Certain
significant general conditions require that:
a. You must complete construction before December 31, 2026.
b. You must notify this office in advance as to when you intend to commence and
complete work.
c. You must allow representatives from this office to make periodic visits to your
worksite as deemed necessary to assure compliance with permit plans and conditions.

-2-
You should address all questions regarding this authorization to Ms. Liz Hair at the
Wilmington Regulatory Field Office, telephone [phone].
FOR THE CHIEF, REGULATORY DIVISION
o4 Date: 2021 .04.16
a� 07:28:50 -04'00'
Monte Matthews
Lead Project Manager
Wilmington District
Enclosures:
Electronic Copies Furnished (with enclosures):
Chief, Source Data Unit
NOAA/National Ocean Service
1315 East-west Highway, Room 7316
Silver Spring, Maryland 20910-3282
Electronic Copies Furnished with Special Conditions and Plans:
U. S. Fish and Wildlife Enhancement
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Dr. Pace Wilber
National Marine Fisheries Service
101 Pivers Island Road
Beaufort, North Carolina 28516
Mr. Todd Bowers
Wetlands and Marine Regulatory Section
Water Protection Division — Region IV
U. S. Environmental Protection Agency
61 Forsyth St. SW
Atlanta, Georgia 30303-8931

-3-
Mr. Jonathan Howell
Division of Coastal Management
North Carolina Department of
Environmental Quality
400 Commerce Avenue
Morehead City, North Carolina 28557
Ms. Amy Chapman
Transportation Permitting Unit
Division of Water Resources
Department of Environmental Quality
1617 Mail Service Center
Raleigh, North Carolina 27699

DEPARTMENT OF THE ARMY PERMIT
Permittee: North Carolina Department of Transportation
ATTN: Greg Price
Permit No.: SAW-2018-00552
Issuing Office: CESAW-RG-L
NOTE: The term"you"and its derivatives,as used in this permit,means the permittee or any future transferee. The
term"this office"refers to the appropriate district or division office of the Corps of Engineers having jurisdiction over
the permitted activity or the appropriate official of that office acting under the authority of the commanding officer.
You are authorized to perform work in accordance with the terms and conditions specified below.
Project Description: The NCDOT proposes to convert the 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.The project is approximately 0.9 mile in length.
Proposed total impacts associated with the overall R-5797 project include permanent impacts 13.35 acres
of wetlands (direct fill, excavation and mechanized land clearing). There would 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. No impacts to wetlands resulting from utilities or hand clearing are proposed.
Project Location: The proposed project is located in western Columbus County,along U.S.Highway 74 and
SR 1506(Old Boardman Road/Macedonia Church Road)in Boardman,Columbus County,North Carolina.
General Conditions:
1. The time limit for completing the work authorized ends on December 31, 2026.If you find that you need more
time to complete the authorized activity, submit your request for a time extension to this office for consideration at
least one month before the above date is reached.
2. You must maintain the activity authorized by this permit in good condition and in conformance with the terms and
conditions of this permit. You are not relieved of this requirement if you abandon the permitted activity, although
you may make a good faith transfer to a third party in compliance with General Condition 4 below. Should you wish
to cease to maintain the authorized activity or should you desire to abandon it without a good faith transfer,you must
obtain a modification of this permit from this office,which may require restoration of the area.
3. If you discover any previously unknown historic or archeological remains while accomplishing the activity
authorized by this permit,you must immediately notify this office of what you have found. We will initiate the Federal
and state coordination required to determine if the remains warrant a recovery effort or if the site is eligible for listing
in the National Register of Historic Places.
4. If you sell the property associated with this permit,you must obtain the signature of the new owner in the space
provided and forward a copy of the permit to this office to validate the transfer of this authorization.
5. If a conditioned water quality certification has been issued for your project,you must comply with the
conditions specified in the certification as special conditions to this permit. For your convenience,a copy of the
certification is attached if it contains such conditions.
ENG FORM 1721,Nov 86 EDITION OF SEP 82 IS OBSOLETE. (33 CFR 325(Appendix A))

6. You must allow representatives from this office to inspect the authorized activity at any time deemed necessary
to ensure that it is being or has been accomplished in accordance with the terms and conditions of your permit,
Special Conditions:
SEE ATTACHED SPECIAL CONDITIONS
Further Information:
1. Congressional Authorities:You have been authorized to undertake the activity described above pursuant to:
() Section 10 of the Rivers and Harbors Act of 1899(33 U.S.C.403).
(X) Section 404 of the Clean Water Act(33 U.S.C. 1344).
() Section 103 of the Marine Protection,Research and Sanctuaries Act of 1972(33 U.S.C. 1413).
2. Limits of this authorization.
a. This permit does not obviate the need to obtain other Federal,state,or local authorizations required by law.
b. This permit does not grant any property rights or exclusive privileges.
c. This permit does not authorize any injury to the property or rights of others.
d. This permit does not authorize interference with any existing or proposed Federal project.
3. Limits of Federal Liability. In issuing this permit,the Federal Government does not assume any liability for the
following:
a. Damages to the permitted project or uses thereof as a result of other permitted or unpermitted activities or
from natural causes.
b. Damages to the permitted project or uses thereof as a result of current or future activities undertaken by or on
behalf
of the United States in the public interest.
c. Damages to persons,property,or to other permitted or unpermitted activities or structures caused by the
activity
authorized by this permit.
d. Design or construction deficiencies associated with the permitted work.
e. Damage claims associated with any future modification,suspension,or revocation of this permit.
4. Reliance on Applicant's Data: The determination of this office that issuance of this permit is not contrary to the
public interest was made in reliance on the information you provided.
5. Reevaluation of Permit Decision. This office may reevaluate its decision on this permit at any time the
circumstances warrant. Circumstances that could require a reevaluation include,but are not limited to,the following:
a. You fail to comply with the terms and conditions of this permit.
ENG FORM 1721,Nov 86 EDITION OF SEP 82 IS OBSOLETE. (33 CFR 325(Appendix A))

b. The information provided by you in support of your permit application proves to have been false,incomplete,
or inaccurate(See 4 above).
c. Significant new information surfaces which this office did not consider in reaching the original public interest
decision.
Such a reevaluation may result in a determination that it is appropriate to use the suspension, modification, and
revocation procedures contained in 33 CFR 325.7 or enforcement procedures such as those contained in 33 CFR 326.4
and 326.5. The referenced enforcement procedures provide for the issuance of an administrative order requiring you
to comply with the terms and conditions of your permit and for the initiation of legal action where appropriate. You
will be required to pay for any corrective measures ordered by this office,and if you fail to comply with such directive,
this office may in certain situations(such as those specified in 33 CFR 209.170)accomplish the corrective measures
by contract or otherwise and bill you for the cost.
6. Extensions. General condition 1 establishes a time limit for the completion of the activity authorized by this
permit,Unless there are circumstances requiring either a prompt completion of the authorized activity or a reevaluation
of the public interest decision,the Corps will normally give favorable consideration to a request for an extension of
this time limit.
Your signature below, as permittee, indicates that you accept and agree to comply with the terms and conditions of
this permit.
71//,,4k.a.. 4/16/2021
(PERMITTEE) NC DEPARTMENT OF TRANSPORTATION (DATE)
ATTN: GREG PRICE
This permit becomes effective when the Federal official, designated to act for the Secretary of the Army, has
signed below.
/tio� Date: 2021 .04.16
12..32..06 -04'00'
FOR THE DISTRICT COMMANDER BENJAMIN A. BENNETT, COLONEL (DATE)
When the structures or work authorized by this permit are still in existence at the time the property is transferred,the
terms and conditions of this permit will continue to be binding on the new owner(s) of the property. To validate the
transfer of this permit and the associated liabilities associated with compliance with its terms and conditions,have the
transferee sign and date below.
(TRANSFEREE) (DATE)
*U.S.GOVERNMENT PRINTING OFFICE:1986-717-425
ENG FORM 1721,Nov 86 EDITION OF SEP 82 IS OBSOLETE. (33 CFR 325(Appendix A))

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL ailliiiiim_____
Applicant: North Carolina Department of File Number: Saw-2018-00552 Date: April 16,2021
Transportation
Attached is: See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission) A
E PROFFERED PERMIT (Standard Permit or Letter of permission) B
PERMIT DENIAL C
[ APPROVED JURISDICTIONAL DETERMINATION D
PRELIMINARY JURISDICTIONAL DETERMINATION E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at http://www.usace.army.mil/Missions/CivilWorks/RegulatoryProgramandPermits.aspx or
Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit,you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission(LOP),you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety,and waive all rights to appeal the
permit,including its terms and conditions,and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit(Standard or LOP)because of certain terms and conditions therein,you may request that the
permit be modified accordingly.You must complete Section II of this form and return the form to the district engineer. Your
objections must be received by the district engineer within 60 days of the date of this notice,or you will forfeit your right to appeal
the permit in the future. Upon receipt of your letter,the district engineer will evaluate your objections and may: (a)modify the
permit to address all of your concerns,(b)modify the permit to address some of your objections,or(c)not modify the permit
having determined that the permit should be issued as previously written. After evaluating your objections,the district engineer
will send you a proffered permit for your reconsideration,as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit,you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission(LOP),you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety,and waive all rights to appeal the
permit,including its terms and conditions,and approved jurisdictional determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit(Standard or LOP)because of certain terms and conditions therein,you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form
and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of
this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form
must be received by the division engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of
this notice means that you accept the approved JD in its entirety,and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD,you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by
the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved
JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new
information for further consideration by the Corps to reevaluate the JD.
SECTION II -REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your
objections to an initial proffered permit in clear concise statements. You may attach additional information to
this form to clarify where your reasons or objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps
memorandum for the record of the appeal conference or meeting, and any supplemental information that the
review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps
may add new information or analyses to the record. However, you may provide additional information to clarify
the location of information that is already in the administrative record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION: IF
If you have questions regarding this decision and/or the If you only have questions regarding the appeal process you may
appeal process you may contact: also contact:
District Engineer,Wilmington Regulatory Division, Mr. Philip Shannin,Administrative Appeal Review Officer
Attn: Ms.Liz Hair CESAD-PDO
Wilmington Regulatory Field Office U.S.Army Corps of Engineers, South Atlantic Division
69 Darlington Avenue 60 Forsyth Street,Room 10M15
Wilmington,NC 28403 Atlanta,Georgia 30303-8801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel,and any government
consultants,to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation,and will have the opportunity to participate in all site investigations.
Date: Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer,Wilmington Regulatory Division,Attn: Ms.Liz Hair,69 Darlington Avenue,Wilmington,North
Carolina 28403
For Permit denials,Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer,Commander,U.S.Army Engineer Division,South Atlantic,Attn: Mr.Philip Shannin,
Administrative Appeal Officer,CESAD-PDO,60 Forsyth Street,Room 10M15,Atlanta,Georgia 30303-8801
Phone: [phone]

SPECIAL CONDITIONS
SAW-2018-00552
R-5797
WORK LIMITS / NOTIFICATION
1. Work Limits: All work authorized by this permit shall be performed in strict
compliance with the attached permit plans entitled Wetland and Surface Water
Impacts-R-5797 sheets 1-16 and the Wetland and Surface Water Impacts
Summary Table dated January 24, 2019. The Permittees shall ensure that the
construction design plans for this project do not deviate from the permit plans
attached to this authorization. Any modification to the attached permit plans
must be approved by the U.S. Army Corps of Engineers (Corps) prior to any
active construction in waters or wetlands.
2. Unauthorized Dredge and/or Fill: Except as authorized by this permit or any
Corps approved modification to this permit, no excavation, fill, or mechanized
land-clearing activities shall take place at any time in the construction or
maintenance of this project, within waters or wetlands, or shall any activities take
place that cause the degradation of waters or wetlands. There shall be no
excavation from, waste disposal into, or degradation of, jurisdictional wetlands or
waters associated with this permit without appropriate modification of this permit,
including appropriate compensatory mitigation. This prohibition applies to all
borrow and waste activities connected with this project. In addition, except as
specified in the plans attached to this permit, no excavation, fill or mechanized
land-clearing activities shall take place at any time in the construction or
maintenance of this project, in such a manner as to impair normal flows and
circulation patterns within, into, or out of waters or wetlands or to reduce the
reach of waters or wetlands.
3. Permit Distribution: The Permittees shall require its contractors and/or agents
to comply with the terms and conditions of this permit in the construction and
maintenance of this project, and shall provide each of its contractors and/or
agents associated with the construction or maintenance of this project with a
copy of this permit. A copy of this permit, including all conditions and drawings
shall be available at the project site during construction and maintenance of this
project.
4. Preconstruction Meeting: The Permittee shall schedule and attend a
preconstruction meeting between its representatives, the contractors
representatives, and the Corps, Wilmington Field Office, NCDOT Regulatory
Project Manager, prior to any work within jurisdictional waters and wetlands to
ensure that there is a mutual understanding of all the terms and conditions
contained with this Department of Army Permit. The Permittee shall provide the
Corps, Wilmington Field Office, NCDOT Project Manager, with a copy of the final
permit plans at least two weeks prior to the preconstruction meeting along with a

SPECIAL CONDITIONS
SAW-2018-00552
R-5797
description of any changes that have been made to the project's design,
construction methodology or construction timeframe. The Permittee shall
schedule the preconstruction meeting for a time frame when the Corps and North
Carolina Division of Water Resources (NCDWR) Project Managers can attend.
The Permittee shall invite the Corps and NCDWR Project Managers a minimum
of thirty (30) days in advance of the scheduled meeting in order to provide those
individuals with ample opportunity to schedule and participate in the required
meeting. The thirty (30) day requirement can be waived with the concurrence of
the Corps.
5. Notification of Construction Commencement and Completion: The
Permittees shall notify the Corps in writing prior to beginning the work authorized
by this permit and again upon completion of the work authorized by this permit.
6. Reporting Address: All reports, documentation, and correspondence required
by the conditions of this permit shall be submitted to the following: U.S. Army
Corps of Engineers, Wilmington District Wilmington Field Office, Attn: Liz Hair at
910-251-4049 / [e-mail]. The Permittees shall reference
the following permit number, SAW-2018-00552, on all submittals.
7. Permit Revocation: The Permittees, upon receipt of a notice of revocation of
this permit or upon its expiration before completion of the work will, without
expense to the United States and in such time and manner as the Secretary of
the Army or his authorized representative may direct, restore the water or
wetland to its pre-project condition.
8. Reporting Violations: Violation of these permit conditions or violation of
Section 404 of the Clean Water Act shall be reported to the Corps in writing and
by telephone at: 910-251-4049 / [e-mail] within 24 hours of
the Permittee's discovery of the violation.
9. Endangered Species Act: The Permittees shall implement all necessary
measures to ensure the authorized activity does not kill, injure, capture, harass,
or otherwise harm any federally-listed threatened or endangered species. While
accomplishing the authorized work, if the Permittees discover or observe an
injured or dead threatened or endangered species, the U.S. Army Corps of
Engineers, Wilmington District Wilmington Field Office, Attn: Liz Hair at 910-251-
4049/ [e-mail].m[ will be immediately notified to initiate the
required Federal coordination.
10.The U.S. Fish and Wildlife Service's (USFWS's) Programmatic Biological Opinion
(PBO) titled, "NCDOT Program Effects on the Northern Long-eared Bat in
Divisions 1-8", dated November 6, 2020, contains agreed upon conservation
measures for the NLEB. As noted in the PBO, applicability of these conservation

SPECIAL CONDITIONS
SAW-2018-00552
R-5797
measures varies depending on the location of the project. Your authorization
under this Department of the Army permit is conditional upon your compliance
with all applicable agreed upon conservation measures in the PBO, which are
incorporated by reference in this permit. Failure to comply with the applicable
these conservation measures would constitute non-compliance with your
Department of the Army permit. The USFWS is the appropriate authority to
determine compliance with the terms and conditions of its PBO, and with the
ESA.
11.National Historic Preservation Act: While accomplishing the authorized work,
if the Permittees discover any previously unknown cultural resources, the District
Engineer will be immediately notified so that required coordination can be
initiated with the North Carolina Division of Natural and Cultural Resources.
12.Culverts:
a. Unless otherwise requested in the application and depicted on the
approved permit plans, culverts greater than 48 inches in diameter shall
be buried at least one foot below the bed of the stream. Culverts 48
inches in diameter and less shall be buried or placed on the stream bed as
practicable and appropriate to maintain aquatic passage, and every effort
shall be made to maintain existing channel slope. The bottom of the
culvert shall be placed at a depth below the natural stream bottom to
provide for passage during drought or low flow conditions. Culverts shall
be designed and constructed in a manner that minimizes destabilization
and head cutting.
b. Measures shall be included in the construction/installation that will
promote the safe passage of fish and other aquatic organisms. The
dimension, pattern, and profile of the stream above and below a pipe or
culvert shall not be modified by widening the stream channel or by
reducing the depth of the stream in connection with the construction
activity. The width, height, and gradient of a proposed opening shall be
such as to pass the average historical low flow and spring flow without
adversely altering flow velocity. Spring flow should be determined from
gauge data, if available. In the absence of such data, bankfull flow can be
used as a comparable level.
c. The Permittee shall implement all reasonable and practicable measures to
ensure that equipment, structures, fill pads, work, and operations
associated with this project do not adversely affect upstream and/or
downstream reaches. Adverse effects include, but are not limited to,
channel instability, flooding, and/or stream bank erosion. The Permittee
shall routinely monitor for these effects, cease all work when detected,

SPECIAL CONDITIONS
SAW-2018-00552
R-5797
take initial corrective measures to correct actively eroding areas, and
notify this office immediately. Permanent corrective measures may
require additional authorization by the Corps.
d. Culverts placed within wetlands must be installed in a manner that does
not restrict the flows and circulation patterns of waters of the United
States. Culverts placed across wetland fills purely for the purposes of
equalizing surface water shall not be buried, but the culverts must be of
adequate size and/or number to ensure unrestricted transmission of water.
13.Maintain Flows and Circulation Patterns of Waters: Except as specified in
the plans attached to this permit, no excavation, fill or mechanized land-clearing
activities shall take place at any time in the construction or maintenance of this
project, in such a manner as to impair normal flows and circulation patterns
within waters or wetlands or to reduce the reach of waters and/or wetlands.
14.Sediment and Erosion Control:
a. During the clearing phase of the project, heavy equipment shall not be
operated in surface waters or stream channels. Temporary stream
crossings will be used to access the opposite sides of stream channels.
All temporary diversion channels and stream crossings will be constructed
of non-erodible materials. Grubbing of riparian vegetation will not occur
until immediately before construction begins on a given segment of stream
channel.
b. No fill or excavation impacts for the purposes of sedimentation and
erosion control shall occur within jurisdictional waters, including wetlands,
unless the impacts are included on the plan drawings and specifically
authorized by this permit. This includes, but is not limited to, sediment
control fences and other barriers intended to catch sediment losses.
c. The Permittees shall remove all sediment and erosion control measures
placed in waters and/or wetlands, and shall restore natural grades on
those areas, prior to project completion.
d. The Permittees shall use appropriate sediment and erosion control
practices which equal or exceed those outlined in the most recent version
of the "North Carolina Sediment and Erosion Control Planning and Design
Manual" to ensure compliance with the appropriate turbidity water quality
standard. Erosion and sediment control practices shall be in full
compliance with all specifications governing the proper design, installation
and operation and maintenance of such Best Management Practices in
order to ensure compliance with the appropriate turbidity water quality

SPECIAL CONDITIONS
SAW-2018-00552
R-5797
standards. This shall include, but is not limited to, the immediate
installation of silt fencing or similar appropriate devices around all areas
subject to soil disturbance or the movement of earthen fill, and the
immediate stabilization of all disturbed areas. Additionally, the project
shall remain in full compliance with all aspects of the Sedimentation
Pollution Control Act of 1973 (North Carolina General Statutes Chapter
113A Article 4). Adequate sedimentation and erosion control measures
shall be implemented prior to any ground disturbing activities to minimize
impacts to downstream aquatic resources. These measures shall be
inspected and maintained regularly, especially following rainfall events.
All fill material shall be adequately stabilized at the earliest practicable
date to prevent sediment from entering adjacent waters or wetlands.
15.Clean Fill: The Permittees shall use only clean fill material for this project. The
fill material shall be free of items such as trash, construction debris, metal and
plastic products, and concrete block with exposed metal reinforcement bars.
Soils used for fill shall not be contaminated with any toxic substance in
concentrations governed by Section 307 of the Clean Water Act. Unless
otherwise authorized by this permit, all fill material placed in waters or wetlands
shall be generated from an upland source.
16.Temporary Fills: Within thirty (30) days of the date of completing the authorized
work, the Permittee shall remove all temporary fills in waters of the United States
and restore the affected areas to pre-construction contours and elevations. The
affected areas shall be re-vegetated with native, non-invasive vegetation as
necessary to minimize erosion and ensure site stability.
17.Borrow and Waste: To ensure that all borrow and waste activities occur on high
ground and do not result in the degradation of adjacent waters and wetlands,
except as authorized by this permit, the Permittee shall require its contractors
and/or agents to identify all areas to be used as borrow and/or waste sites
associated with this project. The Permittee shall provide the Corps with
appropriate maps indicating the locations of proposed borrow and/or waste sites
as soon as such information is available. The Permittee shall submit to the
Corps site-specific information needed to ensure that borrow and/or waste sites
comply with all applicable Federal requirements, to include compliance with the
Endangered Species Act and the National Historic Preservation Act, such as
surveys or correspondence with agencies (e.g., the USFWS, the NC-HPO, etc.).
The required information shall also include the location of all aquatic features, if
any, out to a distance of 400 feet beyond the nearest boundary of the site. The
Permittee shall not approve any borrow and/or waste sites before receiving
written confirmation from the Corps that the proposed site meets all Federal
requirements, whether or not waters of the U.S., including wetlands, are located
in the proposed borrow and/or waste site. All delineations of aquatic sites on

SPECIAL CONDITIONS
SAW-2018-00552
R-5797
borrow and/or waste sites shall be verified by the Corps and shown on the
approved reclamation plans. The Permittee shall ensure that all borrow and/or
waste sites comply with Special Condition 2 of this permit. Additionally, the
Permittee shall produce and maintain documentation of all borrow and waste
sites associated with this project. This documentation will include data regarding
soils, vegetation, hydrology, any delineation(s) of aquatic sites, and any
jurisdictional determinations made by the Corps to clearly demonstrate
compliance with Special Condition 2. All information will be available to the
Corps upon request. The Permittee shall require its contractors to complete and
execute reclamation plans for each borrow and/or waste site and provide written
documentation that the reclamation plans have been implemented and all work is
completed. This documentation will be provided to the Corps within 30 days of
the completion of the reclamation work.
18.Water Contamination: All mechanized equipment shall be regularly inspected
and maintained to prevent contamination of waters and wetlands from fuels,
lubricants, hydraulic fluids, or other toxic materials. In the event of a spill of
petroleum products or any other hazardous waste, the Permittees shall
immediately report it to the N.C. Division of Water Resources at [phone]
or [phone] and provisions of the North Carolina Oil Pollution and
Hazardous Substances Control Act shall be followed.
AQUATIC LIFE
19.Aquatic Life Movement: No activity may substantially disrupt the necessary life
cycle movements of those species of aquatic life indigenous to the waterbody,
including those species that normally migrate through the area. All discharges of
dredged or fill material within waters of the United States shall be designed and
constructed, except as authorized as indirect impacts, to maintain low flows to
sustain the movement of aquatic species.
20.Prohibitions on Concrete: The Permittees shall take measures necessary to
prevent live or fresh concrete, including bags of uncured concrete, from coming
into contact with any water in or entering waters of the United States. Water
inside coffer dams or casings that has been in contact with concrete shall only be
returned to waters of the United States when it no longer poses a threat to
aquatic organisms (concrete is set and cured).
COMPENSATORY MITIGATION
21.In order to compensate for impacts associated with this permit, mitigation shall
be provided in accordance with the provisions outlined on the most recent
version of the attached Compensatory Mitigation Responsibility Transfer Forms.

SPECIAL CONDITIONS
SAW-2018-00552
R-5797
The requirements of these forms, including any special conditions listed on these
forms, are hereby incorporated as special conditions of this permit.

\
See Sheet i A For Index of Sheets STATE OF
NORTH 1 ®T SPAT& STATE PROJECT REFERENCE NO. SKEET
See Sheet 1 B For Symbols Sheet L 1 1 l LJ NO. SHEETS
See Sheet 1C For Survey Control Sheet DIVISION OF HIGHWAYS N.C. R-5 79 7
150
,,v1- ao is )ji j \
'1 7\
9TAT8 PRQ.NQ P.APAO.NQ R89CR�ON
44997.1.1 PE
44997.2.1 NHPP-0074(215) ROW/UTIL.
150��' - COLUMBUS COUNTY _
ON a � IEND
,4 • f BOARDMAN PROJECT Bay _
1510 LOCATION: US 74 AT SR 1506 (OLD BOARDMAN RD/ ROW PLANS
BEG. �`rO \ J��o / 3' MACEDONIA CHURCH RD.) OCTOBER 31,2018
PROJECT "' 03 �`��
4 PERMIT DRAWING
,,No"' TYPE OF WORK: GRADING,DRAINAGE, PAVING AND STRUCTURES SHEET 1 OF 16
V ) 6`� .°ugh
\ l
74 ‘ WETLAND AND SURFACE WATER IMPACTS PERMIT °z0
Wco
I� obi
„,' 1
/ 1575 BEGIN CONSTRUCTION
-Y1A- STA.11+00.00
„CC VICINITY MAP o
J d0`L. END CONSTRUCTION
713� -Y2- Sta.21+87.00 BEG.BRIDGE
BEG.CONSTRUCTION -Y1B- Sta.29+59.43+/-
-Y2- Ski.15+00.00 C� es_\ N, -YIA- Sta.26+15.86 END BRIDGE
Z -Y1B- Sta.26+15.86
�� -- , -Y1B- Sta.31+71.23+/-
SITE 2 END PROJECT R-5797
BEG. PROJECT R-5797 �-
�o ➢`'o -L- Sta. 62+00.00
-L- Sta. 14+88.04 4�e_-�,/ 4101110)44k
IC � I
— — _�B��A
BEG.CONSTRUCTION / I 6 END CONSTRUCTION
+ Ll STA.10+62.80 u� _— �_�;;�
O�I _� ��.,�— \ - STA.83+00.00
>, END CONSTRUCTION j�I US L 2
— B-
-L1- STA.20+30.00 m ��� 74 TO WHITEyIL�E SITE 5
r� a \<-, I _�
dJ -
L
�Lcc 42 SITE 3
3a' TO LUMBE y. --
°^ • -Y1B- Sta.34+33.50
L �_� -,, -______i=_ -Y1C- Sta.34+33.50 \ : _ SITE 4
o a,
Eo SITE 1
aY END CONSTRUCTION
d -A THIS IS A CONTROLLED-ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES.
W C
D -Y1C- STA.46+86.00
E
2 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II.
V
�I THIS PROJECT IS WITHIN MUNICIPAL BOUNDARIES OF BOARDMAN. DOCUMENT NOT CONSIDERED FINAL
V) • D UNLESS ALL SIGNATURES COMPLETED
El cam_
i � Prepared in xhe OJJice of. Prepared for:
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH ETHERILL
ENGINEERING DIVISION OF HIGHWAYS HYDRAULICS ENGINEER
'g V
E ADT 2020 = 13,700 DIVISION 6
v 50 25 0 50 100 1223 Jones Franklin Rd.Raleigh,N.C.27606 549 T-o,,ponado,, Drive ®Rp
ADT 2040 = 20,110 No.
.F-0377
919.851.8107
Fayetteville NC,28301 ' ® $it
`1I11 %� Bus: 919.851.8077
K = 92018 STANDARD SPECIFICATIONS 0.
°'x PLANS
D = 55 % LENGTH ROADWAY TIP PROJECT R-5797 0.892 MILES GREG PURVIS, PE
RIGHT OF WAY DATE:
EillillilPROJECT ENGINEER wy
°Gi 50 25 0 50 100 T = 19 % * f m
OCTOBER 31,2018
o 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 ®��
.-Y^ O 10 5 0 10 20 FUNC. CLASS = FUTURE OCTOBER 20,2020 ®P Tak0�
°o� INTERSTATE JOHN GAUTHIER
m V I I I 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 a 4, 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 Ft. Geoteatile 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
In.
H
E
C
L
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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
m Q Bus: 9198618077 RN/ SHEET NO.
PERMIT DRAWING �,e Fax. [phone]
•
HYDRAULICS
SHEET 3 O F 16 \ . RANSPoR A ON PLANNING/DESIGN-BR OGE$RUCNRE DESIGN ENGINEER ENGINEER
�� TRANSPORTATION
CMUSTTE DESIGN-GLS/GPS-CONSTRUCTION OBSERVATION ROADWAY DESIGN
• \/ e3 ova" INCOMPLETE PLANS
{�'� 4; W DO NOT USE FOR R/W ACQUISITION
• • • • • 9 101111
GRAPHIC SCALE �� • p0y3', *+* \`\ \ \ >/
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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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12' La W`k��� SEAT=83.67 _ _
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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 ~
* PREFORMED*SCOUR Q
__ -- // Pipe Outlet Basin APPROX.LOC.
/� HOLE DATA ( ) • ,�
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— — * --DENOTES MECHANIZED
* * * * * CLEARING —
P n
c c N E EXISTING Rnv I DS = 75+ MPH FOR -L- PROFILE,SEE SHEET NO.9
LLa

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.. ? Raleigh,N.C.27606
co
-� Ucense No.F-0377 R-5797 4
/ r JII y (�r� \\ \��. ENGINEERING
• Bus: 919 851 8077
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PERMIT DRAWING \ \ n /� / \ ll�C��; \ J \ ( ROADWAY DESIGN HYDRAULICS
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ENGINEERING License No.F-0377 � R-5797 6
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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

DoruSign Envelope ID:CDBB41CA-507E-4351-A076-80F36889AB1C
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ROY COOPER
Governor NORTH CAROLINA
MICHAEL S. REGAN Enva'ronmenta1 Qualify
Secretary
S. DANIEL SMITH
Director
January 6,2021
Mr.Philip S. Harris,III,P.E.,CPM
Natural Environment Section Head
Project Development and Environmental Analysis
North Carolina Department of Transportation
1598 Mail Service Center
Raleigh,North Carolina,27699-1598
Subject: 401 Water Quality Certification Pursuant to Section 401 of the Federal Clean Water Act with
ADDITIONAL CONDITIONS for Proposed upgrades to the interchange at US 74 and SR 1506 in
Columbus County,TIP R-5797.
NCDWR Project No. 20201516
Dear Mr. Harris:
Attached hereto is a copy of Certification No. WQC004279 issued to The North Carolina Department of
Transportation(NCDOT)dated January 6,2021.
If we can be of further assistance,do not hesitate to contact us.
Sincerely,
DocuS fined by:
CAMI.potkillA,
8G8885312Dcu474..
S.Daniel Smith,Director
Division of Water Resources
Attachment
Electronic copy only distribution:
Liz Hair,US Army Corps of Engineers,Wilmington Field Office
Greg Price,Division 6 Environmental Officer
Chris Rivenbark,NC Department of Transportation
Gary Jordan,US Fish and Wildlife Service
Travis Wilson,NC Wildlife Resources Commission
Beth Harmon,Division of Mitigation Services
File Copy
, C11 E IQ North Carolina Department of Environmental Quality I Division of water Resources
'' 512 North Salisbury Street i 1617 Mail Service Center I Raleigh,North Carolina 27699-1617

DomSign Envelope ID CDBB41CA-507E-4351-A076-80F36889AB1C
401 Water Quality Certification Pursuant to Section 401 of the Federal Clean Water Act with ADDITIONAL
CONDITIONS
THIS CERTIFICATION is issued in conformity with the requirements of Section 401 Public Laws 92-500 and
95-217 of the United States and subject to the North Carolina Division of Water Resources(NCDWR)Regulations
in 15 NCAC 2H .0500.This certification authorizes the NCDOT to impact 13.345 acres ofjurisdictional wetlands in
Columbus County. The project shall he constructed pursuant to the application dated received September 28,2020_
The authorized impacts are as described below:
Wetland Impacts in the Lumber River Basin
Site Fill Fill Excavation Mechanized Hand Area Total
(ac) (temporary) (ac) Clearing Clearing under Wetland
(ac) (ac) (ac) Bridge Impact(ac)
(ac)
1 — L—16+45 to 20+67 0.09 0.01 0.09 0.19
Fill slope and tail ditch
2—L 40+30 to 57+01 LT 5.10 0.71 5.81
Fill slopes/exit ramp/round
about
3 -L40+68 to 68+00 RT 6.17 0.04 1.05 7.26
Fill slopes/exit ramp/round
about
4-Y1 C-43+07 to 43+88 0.005 0.005
Ditch and RR pad
5-L-78+60 to 81+10 LT 0.04 0.04 0.08
Fill slope
•
11.40 0.05 1.895 13.345
Total
'total Wetland I mpact for Project: 13.345 acres.
The application provides adequate assurance that the discharge of fill material into the waters of the Lumber River
Basin in conjunction with the proposed development will not result in a violation of applicable Water Quality
Standards and discharge guidelines. Therefore,the State of North Carolina certifies that this activity will not violate
the applicable portions of Sections 301.302,303,306,307 of PL 92-500 and PL 95-217 if conducted in accordance
with the application and conditions hereinafter set forth.
This approval is only valid for the purpose and design that you submitted in your application dated received
September 28,2020. Should your project change,you are required to notify the NCDWR and submit a new
application. If the property is sold,the new owner must be given a copy of this Certification and approval letter and
is thereby responsible for complying with all the conditions. If any additional wetland impacts,or stream impacts,
for this project(now or in the future)exceed one acre or 150 linear feet,respectively,additional compensatory
mitigation may be required as described in 15A NCAC 2H .0506(h)(6)and(7).
For this approval to remain valid,you are required to comply with all the conditions listed below. In addition,you
should obtain all other federal,state or local permits before proceeding with your project including(but not limited
to)Sediment and Erosion control,Coastal Stormwater,Non-discharge and Water Supply watershed regulations.
This Certification shall expire on the same day as the expiration date of the corresponding Corps of Engineers
Permit.

DocuSign Envelope ID:CDBB41CA-507E-4351-A076-80F36889AB1C
Conditions of Certification:
Project Specific Conditions
l.The NCDOT Division Environmental Officer or Environmental Assistant will conduct a pre-
construction meeting with all appropriate staff to ensure that the project supervisor and
essential staff understand the potential issues with stream and pipe alignment at the permitted
site. NCDWR staff shall be invited to the pre-construction meeting. [15A NCAC
02H.0506(b)(2) and (b)(3)]
2.Pipes and culverts used exclusively to maintain equilibrium in wetlands, where aquatic life
passage is not a concern,shall not be buried. These pipes shall be installed at natural ground
elevation. ) [15A NCAC 02H.0506(b)(2) and(b)(3)]
3_TalI fescue shall not be used in the establishment of temporary or permanent groundcover
within riparian areas. For the establishment of permanent herbaceous cover,erosion control
matting shall be used in conjunction with an appropriate native seed mix on disturbed soils
within the riparian area and on disturbed steep slopes with the following exception. Erosion
control matting is not necessary if the area is contained by perimeter erosion control devices
such as silt fence,temporary sediment ditches,basins,etc. Matting should be secured in
place with staples,stakes, or wherever possible, live stakes of native trees. Erosion control
matting placed in riparian areas shall not contain a nylon mesh grid,which can impinge and
entrap small animals. For the establishment of temporary groundcover within riparian areas,
hydroseeding along with wood or cellulose based hydro mulch applied from a fertilizer-and
limestone-free tank is allowable at the appropriate rate in conjunction with the erosion control
measures. Discharging hydroseed mixtures and wood or cellulose mulch into surface waters
in prohibited. Riparian areas are defined as a distance 25 feet landward from top of stream
bank.
General Conditions
4. Unless otherwise approved in this certification, placement of culverts and other structures in
open waters and streams shall be placed below the elevation of the streambed by one foot for
all culverts with a diameter greater than 48 inches,and 20 percent of the culvert diameter for
culverts having a diameter less than 48 inches,to allow low flow passage of water and aquatic
life. Design and placement of culverts and other structures including temporary erosion control
measures shall not be conducted in a manner that may result in dis-equilibrium of wetlands or
streambeds or banks,adjacent to or upstream and down stream of the above structures. The
applicant is required to provide evidence that the equilibrium is being maintained if requested
in writing by NCDWR. If this condition is unable to be met due to bedrock or other limiting
features encountered during construction,please contact NCDWR for guidance on how to
proceed and to determine whether or not a permit modification will be required. [15A NCAC
02H.0506(b)(2)]
5. If concrete is used during construction,a dry work area shall be maintained to prevent direct
contact between curing concrete and stream water. Water that inadvertently contacts uncured
concrete shall not be discharged to surface waters due to the potential for elevated pH and
possible aquatic life and fish kills. [15A NCAC 02B.0200]
6. During the construction of the project,no staging of equipment of any kind is permitted in
waters of the U.S. or protected riparian buffers. [l5A NCAC 021-1.0506(b)(2)]

DomSign Envelope ID:CDBB41CA-507E-4351-A076-80F36889AB1C
7_ The dimension, pattern and profile of the stream above and below the crossing shall not be
modified. Disturbed floodplains and streams shall be restored to natural geomorphic
conditions. [15A NCAC 02H.0506(b)(2)]
8. The use of rip-rap above the Normal High Water Mark shall be minimized. Any rip-rap placed
for stream stabilization shall be placed in stream channels in such a manner that it does not
impede aquatic life passage. [15A NCAC 02H.0506(b)(2)]
9. The Permittee shall ensure that the final design drawings adhere to the permit and to the
permit drawings submitted for approval. [15A NCAC 02H .0507 (c)and 15A NCAC 02H
.0506(b)(2)and(c)(2)]
W. All work in or adjacent to stream waters shall be conducted in a dry work area. Approved BMP
measures from the most current version of NCDOT Construction and Maintenance Activities
manual such as sandbags, rock berms. cofferdams and other diversion structures shall be used
to prevent excavation in flowing water. (15A NCAC 02H.0506(b)(3) and(c)(3)]
11. Heavy equipment shall be operated from the banks rather than in the stream channel in order
to minimize sedimentation and reduce the introduction of other pollutants into the stream.
[15A NCAC 02H.0506(b)(3)]
12_ All mechanized equipment operated near surface waters must be regularly inspected and
maintained to prevent contamination of stream waters from fuels, lubricants, hydraulic fluids,
or other toxic materials. [15A NCAC 02H.0506(b)(3)]
13. No rock, sand or other materials shall be dredged from the stream channel except where
authorized by this certification. [15A NCAC 02H.0506(b)(3)]
14. Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or
adjacent to surface waters is prohibited. [I5A NCAC 02H.0506(b)(3)1
15. The permittee and its authorized agents shall conduct its activities in a manner consistent with
State water quality standards (including any requirements resulting from compliance with
§303(d) of the CIean Water Act) and any other appropriate requirements of State and Federal
law. If the NCDWR determines that such standards or laws are not being met (including the
failure to sustain a designated or achieved use) or that State or federal law is being violated, or
that further conditions are necessary to assure compliance, the NCDWR may reevaluate and
modify this certification. [15A NCAC 02B.0200)
16. All fill slopes located in jurisdictional wetlands shall be placed at slopes no flatter than 3:1,unless
otherwise authorized by this certification. [15A NCAC 02H.0506(b)(2)]
17. A copy of this Water Quality Certification shall be maintained on the construction site at all
times. In addition,the Water Quality Certification and all subsequent modifications, if any,shall
be maintained with the Division Engineer and the on-site project manager. [15A NCAC 02H
.0507(c)and 15A NCAC 02H .0506 (b)(2)and(c)(2)]
18. The outside buffer,wetland or water boundary located within the construction corridor approved
by this authorization, including all non-commercial borrow and waste sites associated with the
project. shall be clearly marked by highly visible fencing prior to any land disturbing
activities. Impacts to areas within the fencing are prohibited unless otherwise authorized by this
certification. [15A NCAC 02H.0501 and .0502]

DoruSign Envelope ID:CDBB41CA-507E-4351-A076-80F36889AB1C
19. The issuance of this certification does not exempt the Perniittee from complying with any and all
statutes,rules,regulations,or ordinances that may be imposed by other government agencies(i.e.
local, state, and federal) having jurisdiction, including but not limited to applicable buffer rules,
stormwater management riles,soil erosion and sedimentation control requirements, etc.
20. The Permittee shall report any violations of this certification to the Division of Water Resources
within 24 hours of discovery, [15A NCAC 02B.0506(b)(2)]
21. Upon completion of the project (including any impacts at associated borrow or waste sites), the
NCDOT Division Engineer shall complete and return the enclosed "Certification of Completion
Form"to notify the NCDWR when all work included in the 401 Certification has been completed.
[I5A NCAC 02H.0502(f)]
22. Native riparian vegetation must be reestablished in the riparian areas within the construction
limits of the project by the end of the growing season following completion of construction. [15A
NCAC 02H 0506(b)(2)]
23. There shall be no excavation from, or waste disposal into, jurisdictional wetlands or waters
associated with this permit without appropriate modification. Should waste or borrow sites, or
access roads to waste or borrow sites,be located in wetlands or streams,compensatory mitigation
will be required since that is a direct impact from road construction activities. [15A NCAC
02H.0506(b)(3) and(e)(3)
24. Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards [15A NCAC 02H.0506(b)(3)
and(c)(3)]
a. The erosion and sediment control measures for the project must be designed, installed,
operated,and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal. or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects.
including contractor-owned or leased borrow pits associated with the project.
c. For borrow pit sites,the erosion and sediment control measures must be designed,installed,
operated,and maintained in accordance with the most recent version of the North Carolina
Sir►fare Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.
25. Sediment and erosion control measures shalt not be placed in wetlands or waters unless otherwise
approved by this Certification. [15A NCAC 02H,0506(b)(3)and(0(3)]
26. Compensatory mitigation for impacts to 13.345 acres of wetlands is required(0.190 Riparian
and 13.155 Non-Riparian). We understand that you have chosen to perform compensatory
mitigation for impacts to wetlands through the Juniper Bay Mitigation Bank through the
Division of Mitigation Services(DM5) and that DM5 has agreed to implement the mitigation
for the project. The DMS has indicated in a letter dated December 21,2020 that they will
assume responsibility for satisfying the Federal Clean Water Act compensatory mitigation
requirements for the above-referenced project.

DocuSgn Envelope ID:CDBB41CA-507E-4351-A076-80F36889AB1C
Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal
and/or civil penalties. This Certification shall become null and void unless the above conditions are made
conditions of the Federal 404 and/or Coastal Area Management Act Permit. This Certification shall expire upon the
expiration of the 404 or CAMA permit.
If you wish to contest any statement in the attached Certification you must file a petition for an administrative
hearing. You may obtain the petition form from the office of Administrative hearings_ You must file the petition
with the office of Administrative Hearings within sixty(60)days of receipt of this notice. A petition is considered
filed when it is received in the office of Administrative Hearings during normal office hours. The Office of
Administrative Hearings accepts filings Monday through Friday between the hours of 8:00am and 5:00pm,except
for official state holidays. The original and one(1)copy of the petition must be filed with the Office of
Administrative Hearings.
The petition may be faxed-provided the original and one copy of the document is received by the Office of
Administrative Hearings within five(5)business days following the taxed transmission.
The mailing address for the Office of Administrative Hearings is:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh.NC 27699-6714
Telephone: [phone]. Facsimile: [phone]
A copy of the petition must also be served on DEQ as follows:
Mr. Bill F. Lane.General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh.NC 27699-1601
This the 6th day of January 2021
DIVISION OF WATER RESOURCES
�QncuSigned by:
'-9G9$98312DC0474..
S. Daniel Smith,Director
WQC No.WQC004279

DocuSign Envelope ID:CDBB4ICA-5D7E-4351-A076-80F36889AB1C
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ROY COOPER
Governor NORT H CAROLINA
MICHAEL S. REGAN Envfronmentol Quality
Secretary
S. DANIEL SMITH NCDWR Project No.: County:
Director
Applicant:
Project Name:
Date of Issuance of 401 Water Quality Certification: -
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules,and
any subsequent modifications,the applicant is required to return this certificate to the 401 Transportation Permitting
Unit,North Carolina Division of Water Resources, I617 Mail Service Center,Raleigh,NC,27699-1617, This form
may be returned to NCDWR by the applicant,the applicant's authorized agent,or the project engineer. It is not
necessary to send certificates from all of these.
Applicant's Certification
I, , hereby state that,to the hest of my abilities,due care and diligence
was used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules,the approved plans and
specifications.and other supporting materials.
Signature: Date:
Agent's Certification
I. ,hereby state that,to the best of my abilities,due care and diligence
was used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules,the approved plans and
specifications,and other supporting materials.
Signature: Date:
Engineer's Certification
Partial Final
I, ,as a duly registered Professional Engineer in the State of North
Carolina,having been authorized to observe(periodically,weekly.ful!time)the construction of the project for the
Permittee hereby state that,to the best of my abilities,due care and diligence was used in the observation of the
Construction such that the construction was observed to be built within substantial compliance and intent of the 401
Water Quality Certification and Buffer Rules,the approved plans and specifications,and other supporting materials.
Signature Registration No.
Date
DE Q North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 11617 Mail Service Center I Raleigh,North Carolina 27699-1617
� "'f 919.707.9000

U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Compensatory Mitigation Responsibility Transfer Form
Permittee: North Carolina Department of Transportation,Mr.Greg Price Action ID:SAW-2018-00552
Project Name: R-5797/Interchange at US Hwy 74 and SR 1506 County:Columbus
Instructions to Permittee: The Permittee must provide a copy of this form to the Mitigation Sponsor, either an approved
Mitigation Bank or the North Carolina Division of Mitigation Services (NCDMS), who will then sign the form to verify the
transfer of the mitigation responsibility. Once the Sponsor has signed this form, it is the Permittee's responsibility to
ensure that to the U.S. Army Corps of Engineers (USACE) Project Manager identified on page two is in receipt of a signed
copy of this form before conducting authorized impacts, unless otherwise specified below. If more than one mitigation
Sponsor will be used to provide the mitigation associated with the permit, or if the impacts and/or the mitigation will occur
in more than one 8-digit Hydrologic Unit Code (HUC), multiple forms will be attached to the permit,and the separate forms
for each Sponsor and/or HUC must be provided to the appropriate mitigation Sponsors.
Instructions to Sponsor: The Sponsor must verify that the mitigation requirements (credits) shown below are available at
the identified site. By signing below, the Sponsor is accepting full responsibility for the identified mitigation, regardless of
whether or not they have received payment from the Permittee. Once the form is signed, the Sponsor must update the
bank ledger and provide a copy of the signed form and the updated bank ledger to the Permittee, the USACE Project
Manager, and the Wilmington District Mitigation Office(see contact information on page 2). The Sponsor must also comply
with all reporting requirements established in their authorizing instrument.
Permitted Impacts and Compensatory Mitigation Requirements
Permitted Impacts Requiring Mitigation*: 8-digit HUC and Basin:03040203, Lumber River Basin
Stream Impacts(linear feet) Wetland Impacts(acres)
Warm Cool Cold Riparian Riverine Riparian Non-Riverine Non-Riparian Coastal
0.19 13.16
*If more than one mitigation sponsor will be used for the permit,only include impacts to be mitigated by this sponsor.
Compensatory Mitigation Requirements: 8-digit HUC and Basin:03040203, Lumber River Basin
Stream Mitigation (credits) Wetland Mitigation (credits)
Warm Cool Cold Riparian Riverine Riparian Non-Riverine Non-Riparian Coastal
0.38 26.32
Mitigation Site Debited: NC DMS
(List the name of the bank to be debited. For umbrella banks, also list the specific site. For NCDMS, list NCDMS. If the
NCDMS acceptance letter identifies a specific site,also list the specific site to be debited).
Section to be completed by the Mitigation Sponsor
Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation
transactions for the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for
providing the mitigation identified in this document (see the table above), associated with the USACE Permittee and Action
ID number shown. I also verify that released credits (and/or advance credits for NCDMS), as approved by the USACE, are
currently available at the mitigation site identified above. Further, I understand that if the Sponsor fails to provide the
required compensatory mitigation, the USACE Wilmington District Engineer may pursue measures against the Sponsor to
ensure compliance associated with the mitigation requirements.
Mitigation Sponsor Name:
Name of Sponsor's Authorized Representative:
Signature of Sponsor's Authorized Representative Date of Signature
Page 1 of 2 Form Updated 14 September, 2017

USACE Wilmington District
Compensatory Mitigation Responsibility Transfer Form, Page 2
Conditions for Transfer of Compensatory Mitigation Credit:
• Once this document has been signed by the Mitigation Sponsor and the USACE is in receipt of the signed form, the
Permittee is no longer responsible for providing the mitigation identified in this form, though the Permittee remains
responsible for any other mitigation requirements stated in the permit conditions.
• Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only
after the USACE is in receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has
accepted responsibility for providing the mitigation requirements listed herein. For authorized impacts conducted by
the North Carolina Department of Transportation (NCDOT), construction within jurisdictional areas may proceed upon
permit issuance; however, a copy of this form signed by the Sponsor must be provided to the USACE within 30 days of
permit issuance. NCDOT remains fully responsible for the mitigation until the USACE has received this form, confirming
that the Sponsor has accepted responsibility for providing the mitigation requirements listed herein.
• Signed copies of this document must be retained by the Permittee, Mitigation Sponsor, and in the USACE
administrative records for both the permit and the Bank/ILF Instrument. It is the Permittee's responsibility to ensure
that the USACE Project Manager(address below) is provided with a signed copy of this form.
• If changes are proposed to the type, amount, or location of mitigation after this form has been signed and returned to
the USACE, the Sponsor must obtain case-by-case approval from the USACE Project Manager and/or North Carolina
Interagency Review Team (NCIRT). If approved, higher mitigation ratios may be applied, as per current District
guidance and a new version of this form must be completed and included in the USACE administrative records for both
the permit and the Bank/ILF Instrument.
Comments/Additional Conditions:
Wetland mitigation credit will be provided at a 2:1 ratio by NC DMS. According to the NC DOT, Non-riparian credits will be
debited from the Juniper Bay site.
This form is not valid unless signed below by the USACE Project Manager and by the Mitigation Sponsor on Page 1. Once
signed, the Sponsor should provide copies of this form along with an updated bank ledger to: 1) the Permittee, 2) the
USACE Project Manager at the address below, and 3)the Wilmington District Mitigation Office,Attn:Todd Tugwell,3331
Heritage Trade Drive,Suite 105, Wake Forest, NC 27587(email:[e-mail]). Questions regarding this
form or any of the permit conditions may be directed to the USACE Project Manager below.
USACE Project Manager: Liz Hair
USACE Field Office: Wilmington Regulatory Field Office
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, NC 28403
Email: [e-mail]
L //
April 15, 2021
USACE Project Manager Signature Date of Signature
Current Wilmington District mitigation guidance, including information on mitigation ratios, functional assessments, and
mitigation bank location and availability, and credit classifications (including stream temperature and wetland groupings) is
available at http://ribits.usace.army.mil.
Page 2 of 2
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so,please complete the
Customer Satisfaction Survey located at our website at http://regulatory.usacesurvey.com/to complete the survey online.