20181732 Ver 1_SAW-2018-02343 Final 404 permit_20200903

Carpenter,Kristi
From:Chapman, Amy
Sent:Thursday, September 03, 2020 5:08 PM
To:Carpenter,Kristi
Subject:Fw: \[External\] NC R2307 and I5717 SAW-2018-02343 Final 404 permit
Attachments:Executed 404 Permit R-2307andI-5717 SAW-2018-02343.pdf
Follow Up Flag:Follow up
Flag Status:Flagged

FYI

Amy Chapman
Supervisor
401 and Buffer Transportation Permitting Branch
Department of Environmental Quality
919-707-3871 office
[e-mail]

th
512 N Salisbury Street, 12 Floor
1617 Mail Service Center
Raleigh, NC 27699-1617
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

Based on the current guidance to minimize the spread of COVID-19, the Department of Environmental Quality has
adjusted operations to protect the health and safety of the staff and public. Many employees are working remotely or
are on staggered shifts. To accommodate these staffing changes, all DEQ office locations are limiting public access to
appointments only. Please check with the appropriate staff before visiting our offices, as we may be able to handle your
requests by phone or email. We appreciate your patience as we continue to serve the public during this challenging
time.

From: Amschler, Crystal C CIV USARMY CESAW (USA) <[e-mail]>
Sent: Thursday, September 3, 2020 4:58 PM
To: Turchy, Michael A <[e-mail]>; Bowers, Todd <[e-mail]>; Chapman, Amy
<[e-mail]>; Chambers, Marla J <[e-mail]>; Hamstead, Byron
<[e-mail]>; Gledhill-earley, Renee <[e-mail]>; Hood, Donna
<[e-mail]>
Subject: \[External\] NC R2307 and I5717 SAW-2018-02343 Final 404 permit

CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
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All,

You are receiving this copy of the final Department of the Army 404 project for the NC 2307 and I5717 project for your
awareness and for your record. If you prefer a hard copy please let me know and I will mail you a copy.

1

Sincerely,
Crystal C. Amschler
Project Manager
Asheville Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, NC 28403
(828)‐271‐7980 Ext 4231

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:

http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0

2

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DEPARTMENT OF THE ARMY
I WILMINGTON DISTRICT,CORPS OF ENGINEERS
w 3 � _ m 69 DARLINGTON AVENUE
A "4r;" } WILMINGTON,NORTH CAROLINA 2840 3-1 343
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September 3, 2020
Regulatory Division
Action ID: SAW-2018-02343
Project Development and Environmental Analysis Unit,
Attn: Mr. Philip Harris, P.E.,
1548 Mail Service Center
Raleigh, NC 27699-1598
Dear Mr. Harris:
Enclosed is a Department of the Army permit for the NC 150 (R-2307 and 1-5717)
Improvement Project which involves the improvement of approximately 15 miles of
existing NC 150 to a median-divided `superstreet facility which includes road widening
(widened to a four or six-lane divided facility including curb and gutter and a multi-use
path), replacing several bridges, and access management measures. Specifically,
impacts will involve 1,634 linear feet of stream channel, 0.84 acres of wetlands and
13.18 acres of open water (based on final design for Section B and preliminary design
for Section A and not including temporary impacts for Section A). The project is located
along existing NC 150 and begins at the intersection of NC 150 with the NC 16 Bypass
in Catawba County and extends approximately 15 miles northeast along NC 150
through Catawba County into Iredell County to terminate just west of the NC 150
intersection with US 21 in Mooresville, Iredell County, North Carolina. The project has
been divided into two phases: Section A extends from NC 16 Bypass to SR 1902
(Harvel Road). Section B extends from Harvel Road to just west of the US 21/NC 150
Interchange and includes the 1-5717 component, the 1-77 interchange. This permit
authorization includes final design and final impact numbers for Section B and
preliminary designs and impacts for Section A. Approval for final design plans and
impacts for Segment A will be completed through a permit modification. The Corps is
issuing this permit in response to your written request of December 21, 2018 and the
ensuing administrative record.
Any deviation in the authorized work will likely require modification of this permit.
If a 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.

-2-
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 conditions require that:
a. You must complete construction before December 31, 2025
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.
d. In order to compensate for impacts associated with this permit, mitigation shall
be provided in accordance with the provisions outlined in the U.S. Army Corps of
Engineers, Wilmington District, Compensatory Mitigation Responsibility Transfer Form.
The requirements of this form, including any special conditions listed on this form, are
hereby incorporated as special conditions of this permit authorization.
You should address all questions regarding this authorization to Crystal Amschler
at the Asheville Regulatory Field Office, telephone [phone] extension 4231.
FOR THE DISTRICT ENGINEER
Date: 2020.09.03
la''Lu . 08:00:29 -04'00'
Monte Matthews
Lead Project Manager
Enclosures
Project Development and Environmental Analysis Unit,
Attn: Mr. Michael Turchy.,
1548 Mail Service Center
Raleigh, NC 27699-1598
Mr. Todd Bowers
Wetlands Protection Section — Region IV
Water Management Division
U.S. Environmental Protection Agency
61 Forsyth Street, SW
Atlanta, Georgia 30303

-3-
Ms. Amy S. Chapman
Transportation Permitting Unit
NC Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
Ms. Marla Chambers
Western Region Highway Project Coordinator
NCWRC
12275 Swift Road
Oakboro, NC 28129
US Fish and Wildlife Service
Asheville Ecological Services Field Office
Attn: Byron Hamstead
160 Zillicoa Street
Asheville, NC 28801-1082
Ms. Renee Gledhill-Early
Environmental Review Coordinator
NC State Historic Preservation Office
4617 Mail Service Center
Raleigh, NC 27699-4617
BCC (without enclosures) (via Email):
CESAW-RG-A/Crystal Amschler
CESAW-RG-R/Matthews
CESAW-RG/McLendon
CESAW-OC/Pruitt

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: NCDOT, Project Development and File Number: SAW-2018-02343 Date: 9/3/2020
Environmental Analysis Unit
Attached is: See Section below
❑ INITIAL PROFFERED PERMIT(Standard Permit or Letter of permission) A
® PROFFERED PERMIT(Standard Permit or Letter of permission) B
n 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/inet/functions/cw/cecwo/reg 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 district 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.
IMI-
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 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. Phillip Shannin,Administrative Appeal Review Officer
Attn: Crystal Amschler CESAD-PDO
69 Darlington Avenue U.S.Army Corps of Engineers, South Atlantic Division
Wilmington,North Carolina 28403 60 Forsyth Street,Room 10M15
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: Crystal Amschler, 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. Phillip
Shannin,Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street,Room 10M15,Atlanta,
Georgia 30303-8801 Phone: [phone]

DEPARTMENT OF THE ARMY PERMIT
Permittee NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
ATTN: MR. PHILIP S. HARRIS III, P.E., C.P.M.
Permit No. SAW-2018-02343
Issuing Office CESAW-RG-A
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 NC 150 (R-2307 and 1-5717) Improvement Project involves the
improvement of approximately 15 miles of existing NC 150 to a median-divided
`superstreet' facility which includes road widening (widened to a four or six-lane divided
facility including curb and gutter and a multi-use path), replacing several bridges, and
access management measures. Specifically, impacts will involve 1,634 linear feet of
stream channel, 0.84 acres of wetlands and 13.18 acres of open water (based on final
design for Section B and preliminary design for Section A and not including temporary
impacts for Section A). The project is located along existing NC 150 and begins at the
intersection of NC 150 with the NC 16 Bypass in Catawba County and extends
approximately 15 miles northeast along NC 150 through Catawba County into Iredell
County to terminate just west of the NC 150 intersection with US 21 in Mooresville, Iredell
County, North Carolina. The project has been divided into two phases: Section A extends
from NC 16 Bypass to SR 1902 (Harvel Road). Section B extends from Harvel Road to just
west of the US 21/NC 150 Interchange and includes the 1-5717 component, the 1-77
interchange. This permit authorization includes final design and final impact numbers
for Section B and preliminary designs and impacts for Section A. Approval for final
design plans and impacts for Segment A will be completed through a permit
modification.
Project Location: The project is located along existing NC 150 and begins at the
intersection of NC 150 with the NC 16 Bypass in Catawba County and extends
approximately 15 miles northeast along NC 150 through Catawba County into Iredell
County to terminate just west of the NC 150 intersection with US 21 in Mooresville, Iredell
County, North Carolina.
Permit Conditions:
General Conditions:
ENG FORM 1721,Nov 86 EDITION OF SEP 82 IS OBSOLETE. (33 CFR 325(Appendix A))
1

1. The time limit for completing the work authorized ends on December 31, 2025. 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.
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 *U.S.GOVERNMENT PRINTING OFFICE:1986-717-425

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.
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
3 *U.S.GOVERNMENT PRINTING OFFICE:1986-717-425

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.
P� September 2, 2020
For/
(PERMITTEE) NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (DATE)
MR. PHILIP S. HARRIS III, P.E., C.P.M.
This permit becomes effective when the Federal official, designated to act for the Secretary of the
Army, has signed below.
FOR THE DISTRICT ENGINEER
o.t Date: 2020.09.03
FOR - AlA ' ...- 08:03:54 -04'00'
(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)
4 *U.S.GOVERNMENT PRINTING OFFICE:1986-717-425

SPECIAL CONDITIONS
Action ID: SAW-2018-02343
R-2307 and 1-5717
1. Phased Permit: This permit only authorizes work on Segment B of the NC 150
R2307 Improvement Project. Construction on Segment A shall not commence until: (a)
final design has been completed for those sections and submitted to the U.S. Army
Corps of Engineers (Corps); (b) the Permittee has minimized impacts to waters and
wetlands to the maximum extent practicable and the Corps concurs with this
assessment through standard Merger 4B and 4C meetings; (c) any modification to the
plans have been approved by the Corps in writing; and (d) a final compensatory
mitigation plan has been submitted by the Permittee and approved by the Corps.
2. Work Limits: All work authorized by this permit shall be performed in strict
compliance with the attached permit plans dated 7/11/2018, which are a part of this
permit. The Permittee 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 US Army Corps of Engineers prior to
any active construction in waters or wetlands.
3. Unauthorized Dredge or Fill: Except as authorized by this permit or any U.S. Army
Corps of Engineers 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
4. Permit Distribution: The Permittee 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, drawings and attachments shall be available at the
project site during the construction and maintenance of this project.
5. Pre-Construction Meeting: The Permittee shall schedule and attend a
preconstruction meeting between its representatives, the contractors representatives,
and the U.S. Army Corps of Engineers, Asheville 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

SPECIAL CONDITIONS
Action ID: SAW-2018-02343
R-2307 and 1-5717
Department of Army Permit. The Permittee shall provide the Corps, Asheville 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 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, NCDCM, and NCDWQ Project Managers can attend. The Permittee shall invite
the Corps, NCDCM, and NCDWQ 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.
6. Notification of Construction Commencement and Completion: The Permittee
shall notify the U.S. Army Corps of Engineers in writing prior to beginning the work
authorized by this permit and again upon completion of the work authorized by this
permit.
7. 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 Asheville Regulatory Field Office, Attn: Crystal Amschler
151 Patton Avenue, Room 208 or [e-mail]. The Permittee
shall reference the following permit number, SAW-2018-02343, on all submittals.
8. Permit Revocation: The Permittee, 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.
9. Reporting Violations: Violation of these permit conditions or violation of Section 404
of the Clean Water Act or Section 10 of the Rivers and Harbors Act shall be reported to
the Corps in writing and by telephone at: 828-271-7980 within 24 hours of the
Permittee's discovery of the violation.
10. Clean Fill: The Permittee shall use only clean fill material for this project. The fill
material shall be free from items such as trash, construction debris, metal and plastic
products, and concrete block with exposed 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.
11. Endangered Species Act: The Permittee 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 Permittee discovers or observes an injured or dead threatened or
endangered species, the U.S. Army Corps of Engineers, Wilmington District Asheville

SPECIAL CONDITIONS
Action ID: SAW-2018-02343
R-2307 and 1-5717
Regulatory Field Office, Attn: Crystal Amschler, 151 Patton Avenue, Room 208 or
[e-mail] will be immediately notified to initiate the required
Federal coordination.
A. Habitat is present within the project corridor for the Dwarf-flowered heartleaf
(Hexastylis naniflora) (Iredell and Catawba) and the Schweinitz's sunflower
(Helianthus schweinitzii) (Catawba). Surveys were conducted for these species on
October 24, 2018 and no species were found. The survey for the Dwarf-flowered
heartleaf is good for 5 years and the survey for the Schweinitz's sunflower is good for
2 years. As such, new surveys will need to be conducted for these species within
permit areas for Segment A and will also need to be conducted for Segment B if
construction is not complete prior to survey expiration.
B. Habitat is present within the project corridor for the Northern long- eared bat
(NLEB) (Myotis septentrionalis). In order to avoid impacts to potential roosting
NLEB, NCDOT will do the following:
a. Inspect existing bridges prior to demolition or other work that may affect
the NLEB, for the presence of federally listed bats and contact the Corps
and FWS if any bats are observed
12. Culverts:
1) 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 or, if prior approval given, set at the current stream bed
elevation. 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. Culverts shall be designed and
constructed in a manner that minimizes destabilization and head cutting.
2) 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.
3) 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,
take initial corrective measures to correct actively eroding areas, and notify this office
immediately. Permanent corrective measures may require additional authorization by
the U.S. Army Corps of Engineers.

SPECIAL CONDITIONS
Action ID: SAW-2018-02343
R-2307 and 1-5717
4) 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. Sediment and Erosion Control:
1) 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.
2) 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.
3) The Permittee 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.
4) The Permittee 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 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 into adjacent waters or wetlands.
14. 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

SPECIAL CONDITIONS
Action ID: SAW-2018-02343
R-2307 and 1-5717
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.
15. 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 U.S. Army Corps of Engineers 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
borrow and/or waste sites shall be verified by the U.S. Army Corps of Engineers and
shown on the approved reclamation plans. The Permittee shall ensure that all borrow
and/or waste sites comply with Special Condition 3 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 3. All information will be available to the U.S. Army Corps of Engineers 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 U.S. Army Corps of Engineers within 30 days of
the completion of the reclamation work.
16. Compensatory Mitigation: 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
Form. The requirements of this form, including any special conditions listed on this form,
are hereby incorporated as special conditions of this permit.
17.Compliance Inspection: A representative of the Corps of Engineers will
periodically and randomly inspect the work for compliance with these conditions.
Deviations from these procedures may result in an administrative financial penalty
and/or directive to cease work until the problem is resolved to the satisfaction of the
Corps.

SPECIAL CONDITIONS
Action ID: SAW-2018-02343
R-2307 and 1-5717
18.NCDWR 401 Cert: In accordance with 33 U.S.C. 1341(d), all conditions of the North
Carolina Division of Water Resources 401 Water Quality Certification No. 3845 dated
April 17, 2019 are hereby incorporated as special conditions of this permit
19.Prohibitions on Concrete: The permittee shall take measures to prevent live or fresh
concrete, including bags of uncured concrete, from coming into contact with any water in or
entering into 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).
20. Discovery of Previously Unknown Remains and Artifacts: If you discover any
previously unknown historic, cultural or archeological remains and artifacts while
accomplishing the activity authorized by this permit, you must immediately notify the
district engineer of what you have found, and to the maximum extent practicable, avoid
construction activities that may affect the remains and artifacts until the required
coordination has been completed. The district engineer will initiate the Federal, Tribal,
and state coordination required to determine if the items or remains warrant a recovery
effort or if the site is eligible for listing in the National Register of Historic Places.
21.Segment A, Affects to Navigation Evaluation: Once final plans are completed for
Segment A, information regarding potential effects to navigation for the two bridge
replacements over Lake Norman on NC 150 in Segment A should be included with the
permit modification request. Information should include temporary and permanent
impacts to lake users, the boater's safety plan and verification that the bridge
replacements will be designed in accordance with the Lake Norman Management Plan.

a, `� see r-A Fa IM¢x sees STATE OF NO1'�"Jl"1HE CAROLINA �,•
ti N.C.R-2307B,I-5717 1
V � r DIVISION OF HIGHWAYS
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'•....G5037134.1.F51 NH p-0 7-112211137 PPEE I(I-5717) _
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�ryy��NSS 441I \_ CATAWBA £� IREDELL COUNTIESSUl"21 NHPP-07701L2Z6'37UILWEUR'EB`y ®V1 END •QISw��-,4�. t' l� , Z LOCATION:NC 150 FROM SR 1840(GREENWOOD RD)IN CATAWBA' (' 5 PERMIT DRAWING
1, 4 1 COUNTY TO US 21 IN IREDELL COUNTY SHEET 1 OF 22
N. f9 ::""F�y� NII TYPE OF WORK GRADING,DRAINAGE,PAVING,STRUCTURES,AND SIGNALS
p Rll� , Li r9ILt�
N ! WETLAND & STREAM IMPACTS •� �x �. ..�1
\ 0- �� -Y6-SR73o3
VICINITY MAP -rS-sR 3/62 PERTxRD
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ROBINSON RD G
-Y2DET- PINNACLESR3,4 SHORES DR LONG COVE LN -Y9-SR 1438 Y8-BYERS VILLAGE AVE Cl
END BRIDGE WADDELL RD 16
-L- A 4 +• +/ %3z -Y2-SR 3148 -Yb-SR 3140 _yg_SR 145o �, N
U '�; PINNACLE IN INDIGO LAITRAIL HERMANCE A iel' �• NI
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SITE 3 a \���.� E 7 ` r3 sR 1168
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N� � -OVE RD TERS DR
SITE 2 1-� Y3-SR yBo �1 , _Y o-SR 3o13 Y17 BR 1180
HIGH HILLS DR QUIET COVERD DOOMS RD
SITE 1 e S HIGH
HILLS -Y9DET-
s\w• MAR>n'ERPOINTELN END TIP PROJECT R-2307B
\.,� END TIP PROJECT R-23078� J
-YE-SR1211 SITE 6 STA.799+10.00
`.,. :••PISE PENINSULA RD BEGIN TIP PROJECT I-5777
SITE 5 -L-STA.726+00.00 END BRIDGE
SITE 4 -P9-REGENCY CENTER DR BEGIN BRIDGE -L-Sl A 714+18+/-
-DRWB-/-DRW o- -L-STA 732+48+/-
BEGIN TIP PROJECT R-2307B PoxavrzLLcesxoPPlxc CENTER -Y33-STRAIGHTAWAY DR
©- 3 SITE H _Y39_FESTIVAL SHOPPING CENTER
\� -L-POT 432+51.35 -PPING RITS CENTER Y31RPA-
o -Y27-SPIRITS DR z31_I_22 -Y37-PORTESTOWNE WAY
PA -YIN WATER OAK DR -Y25-TARGET ENTRANCE -Y26-SR 1467 N--S -Y38-CORPORATE CENTER DR
Y-SR 1042 : _Y24-LEISUREWOOD DR BLUEFIELDRD4l4 \. -1'31RPL -Y39-SR 1116 TALBERTRD SITE 12
Q' 4 GREENWOOD RD ` , -VD-MACLEOD DR
Teo
-Yz1-9R 13o4 1 1(
N Elwin no �g� �I r -Y44-US 1 RAMP
JGp BEGIN CONSTRUCTION ,,'' ��®I�iJ lw-'�I^�" �� 1 _ / 1,•®'� ®� ��
—'WAIN'
I, I i ©�``\f `a1`Vi� S.. TO MOORESVILLiL
,0 -L-STA.425+23.31 I�p � ����//Al�©I—\\I�1 Y��f �, .
-r20-aNTTQDITYLN •W, I I .CONSUMER SITE 11
*UPGRADE EXISTING OR NEW SIGNAL rxRPB- Q.ENTRANC: -Y-MACLEOD DR -Y43-COMMONS DR
A PORTION OF THIS PROJECT IS WITHIN THE CITY LIMITS OF MOORESVILLE. ••-Y22-/Ly23- -Y30-ROLLING Y35-NORM -Y.,-SR v16 TALBERTRD
— - PORTIONS OF THIS PROJECT HAVE CONTROL OF ACCESS MORRISON PLANTATION Illrr.eRp STACONSU . END TIP PROJECT I-5717/
69 "60 MPH FROM BEGINNING OF PROJECT TO WADDELL RD. PARKWAY -Y26-SSON HILLS ENTRANCE
NC _y31RPC_ -Y32-CONSUMER SQ.D'
50 MPH FROM WADDELL RD TO END OF PROJECT. WER PERFSONRD E LIMIS EST ANCE SITE q BEGIN TIP PRO ECT R-2307B
C' CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY MEfHOb III SITE 10 L—STA.740+00.00
•
[1 GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepared For: HYDRAULICS ENGINEER
U DIVISION OF HIGHWAYS
I .-.-�-.-.�� ACT 2019 = 47,900 = zooa Birch Ridge n.. Cze.euons zoa1O vs
50 75 4�0 1 ADT 2039= 58,860 LENGTH ROADWAY TIP PROJECT R-2307B 6.448 mile 0,E,'R'
- LENGTH STRUCTURES TIP PROJECT R-2307B = 0.230 mile n�a mamz
PLANS K8% 'GS ll m6 6I1,6 ooxx P.646,,x-
El C D = 55% TOTAL LENGTH HP PROJECT R-2317B 6.678 mile mzz srwaeu sracrnrwrzo.,s 0 "~
r Ely1 T 6,%' LENGTH ROADWAY TIP PROJECT 1-5717 = 0.233 mile BURKEVANS.PE ROADWAY DESIGN
P` V = RIGHT OF WAY DATE: NNWrV ENGINEER
O 'TTST 2%+ DUAL 4% LENGTH STRUCTURES TIP PROJECT I-5717 = 0.032 mile AUGUST 31,2017 PROJECT
COOK.El
_ FUNC CLASS= TOTAL LENGTH TIP PROJECT I-57I70.265 mile ROJEC1 DESIOh'emu..
C' PRINCIPAL ARTERIAL LETTING DATE: BRYAN KEY.PE
�`�L STATEWIDE TIER A TOTAL LENGTH TIP PROJECT R-2307B/1-5]1] = Q943 mile IDLY 16,2019 .A woo, CO
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DOCUMENT NOT CONSIDERED FINAL
SURFACE WATER IMPACTS WITHIN SLOPES STAKES ' moo\ /e`0
DOWN TO ESTIMATED LAKE BOTTOM' II+[ II
UNLESS ALL SIGNATURES COMPLETED
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R-2307A Preliminary Permit Impact Summary Table November 15,2018
Plan Sheet I Wetland Impacts Within Stream Impacts Within Slope Surface Water Impacts Within
Number Station(From/To) Identifier Slope Stakes+25'(Acres) Stakes+25'(Linear Feet) Slope Stakes+25'(Acres)
2 32+57/33+88-LALT1-LT WE 0.08
2 32+93/34+61-LALT1-RT WK 0.30
2 33+23/33+80-LALT1-LT SA _ 81
2 34+15/34+68-LALT1-RT SA _ 123
2 36+88/37+55-LALT1-RT SB _ 138
2 37+51/37+55-LALT1-LT SB _ 55
3 207+24/208+62-LALT1-RT SC _ 188
4 229+07/232+54-LALT1-LT&RT SURFACE WATER IMPACT#1 0.93
REED CREEK/LAKE NORMAN _
4 234+44/241+49-LALT1-LT&RT SURFACE WATER IMPACT#2 1.61
REED CREEK/LAKE NORMAN
5 262+24/270+31-LALT1-LT&RT SURFACE WATER IMPACT#3 2.15
MOUNTAIN CREEK/LAKE NORMAN
6 272+83/278+81-LALT1-LT&RT SURFACE WATER IMPACT#4 1.34
MOUNTAIN CREEK/LAKE NORMAN
7 49+09/51+09-LALT2-LT&RT _ WB 0.35
7 49+63/50+83-LALT2-LT&RT BETTIE CREEK 236
_8 85+89/86+06-LALT2-LT 51 46
8 86+05/86+39-LALT2-LT&RT BEAVERDAM CREEK 250
TOTAL I 0.73 1117.00 6.03

DocuSign Envelope ID:090E5455-A53E-48C0-92DE-E9A7CF4D956C
35 1
114 '
ROY COOPER
Governor NORTH CAROL!NA
MICHAEL S.REGAN Ereirironrnented Quarry
Secretary
LINDA CULPEPPER
Director
April 17,2019
Mr.Philip S.Harris,III,P.E.,CPM
Environmental Analysis Unit Head
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 CATAWBA
BUFFER RULES with ADDITIONAL CONDITIONS for Proposed improvements to Highway 150 from
the intersection with the Highway 16 bypass in Lincoln County to intersection with Highway 21 in Iredell
County,including the I-77/Highway 150 interchange improvements in Lincoln,Catawba and Iredell
Counties,Federal Aid Project No. STP-150(19),State Project No.R-2307AB,I-5717.
NCDWR Project No.20181732
Dear Mr.Harris:
Attached hereto is a copy of Certification No. WQC004181 issued to The North Carolina Department of
Transportation(NCDOT)dated April 17,2019. Please be advised that this project is being constructed under a
phased permit.As of the date of its issuance,only impacts for R-2307B and I-5717 are permitted. Before
construction can begin on R-2307A,this individual permit must be modified with final design impact numbers on
streams,wetlands,and Catawba buffers,as applicable,as well as an updated letter from Division of Mitigation
Services.
Additionally,this project has a known and unknown areas of coal ash fill along the entirety of the project.Those
areas,whether known or discovered during construction,are subject to the Coal Ash Management Act,North
Carolina General Statue 130A-309. Ground disturbance of those properties is subject to the Act.
If we can be of further assistance,do not hesitate to contact us.
Sincerely,
/�DocuSigned by:
c1. .414 W c.Gl�Vl1.Q.1�.
Linda Culpepper, 9C9886312Dc0474...
Division of Water Resources
Attachments
Electronic copy only distribution:
Nicholle Braspennickx,US Army Corps of Engineers, Charlotte Field Office
Trish Beam,Division 12 Environmental Officer
Carla Dagnino,NC Department of Transportation
Amanetta Somerville,US Environmental Protection Agency
bE J I North Carolina Department of Environmental Quality I Division of Water Resources
r 512 North Salisbury Street 11617 Mail Service Center I Raleigh,North Carolina 27699-1617
� �� �°�� 919.707.9000

DocuSign Envelope ID:090E5455-A53E-48C0-92DE-E9A7CF4D956C
Claire Ellwanger,US Fish and Wildlife Service
Marla Chambers,NC Wildlife Resources Commission
Beth Harmon,Division of Mitigation Services
Donna Hood,NC Division of Water Resources Mooresville Regional Office
File Copy

DocuSign Envelope ID:090E5455-A53E-48C0-92DE-E9A7CF4D956C
401 Water Quality Certification Pursuant to Section 401 of the Federal Clean Water Act CATAWBA
BUFFER RULES 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 and 15A NCAC 2B .0243.This certification authorizes the NCDOT to impact 0.06 acres of
jurisdictional wetlands,447 linear feet of jurisdictional streams and 35,328 square feet of protected riparian buffers
in Catawba and Iredell Counties. The project shall be constructed pursuant to the application dated received
December 21,2019. The authorized impacts are as described below:
Stream Impacts in the Catawba River Basin
Site Permanent Fill in Permanent Temporary Total Stream Stream Impact Stream
Intermittent Stream Fill in Fill in Impact per Site(DWR Impacts
(linear ft) Perennial Perennial (linear ft) mitigation Requiring
Stream Stream(linear determination) Mitigation
(linear ft) ft) (linear ft)
7 117 117 0
(L W 555+00)
8 39 39 107 0
(L W 755+00)
9 68 17 85 0
(L E 755+00)
10 97 20 117 97 0
(L E 784+00)
11 98 19 117 126 0
(L E 792+00)
12 28 20 48 0
(L W 793+00)
117 330 76 519 330 0
Total
Total Stream Impact for Project: 519 linear feet
DWR Stream Mitigation Required: 0 linear feet
ACOE Stream Mitigation Required: 447 linear feet
Wetland Impacts in the Catawba River Basin
Site Fill Fill Excavation Mechanized Hand Area under Total
(ac) (temporary) (ac) Clearing Clearing Bridge Wetland
(ac) (ac) (ac) (ac) Impact(ac)
7 0.05 0.01 0.06
(L Sta 555+00)
0.06
Total
Total Wetland Impact for Project: 0.06 acres.

DocuSign Envelope ID:090E5455-A53E-48C0-92DE-E9A7CF4D956C
Open Water Impacts in the Catawba River Basin
Site Permanent Fill in Open Temporary Fill in Open
Waters (ac) Waters (ac)
1 (L W 451+00) <0.01 <0.01
2 (L W 457+00) <0.01 0.02
3 (L W 457+00 to 467+00) 3.11
4 (L W 474+00 to 487+00) 3.91
5 (L E 486+00) 0.01 0.02
6 (L E 520+00) 0.02 0.06
7.05 0.10
Total
Total Open Water Impact for Project: 7.05 acres.
Catawba Riparian Buffer Impacts
A
Buffer Zone 1 minus =Zone 1 Zone 1 Buffer Zone 2 minus =Zone 2 Zone 2 Buffer
Site Impact Wetlands Buffers(not Mitigation Impact Wetlands Buffers Mitigation
(sq ft) in Zone 1 wetlands) Required (sq ft) in Zone 2 (not Required(using
(sq ft) (sq ft) (using 1:1 ratio, (sq ft) wetlands) 1:1 ratio,in
in HUC) (sq ft) HUC)
Lake 20,406 0 20,406 20,406 14922 0 14922 14,922
Norma
n
Totals
Total Buffer Impact for Project: 35,328 square feet.
*n/a=Total for Site is less than 1/3 acre and 150 linear feet of impact,no mitigation required
The application provides adequate assurance that the discharge of fill material into the waters of the Catawba 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
December 21,2018. 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). Additional buffer impacts may
require compensatory mitigation as described in 15A NCAC 2B .0243.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:090E5455-A53E-48C0-92DE-E9A7CF4D956C
Condition(s)of Certification:
Project Specific Conditions
1. This project has known,and potentially unknown,coal ash fill areas. Additional requirements will be
needed to ensure compliance with the Coal Ash Management Act of North Carolina.Please see the
enclosed attachment for additional requirements.NCGS §130A-309
2. All stormwater runoff shall be directed as sheetflow through stream buffers at non-erosive velocities,unless
otherwise approved by this certification. Sheetflow requirements are waived per request with low velocities
achieved per submitted plans and email. 15A NCAC 2B .0243
3. All riparian buffers impacted by the placement of temporary fill or clearing activities shall be restored to
the preconstruction contours and revegetated.Maintained buffers shall be permanently revegetated with
non-woody species by the end of the growing season following completion of construction. For the
purpose of this condition,maintained buffer areas are defined as areas within the transportation corridor
that will be subject to regular NCDOT maintenance activities including mowing.The area with non-
maintained buffers shall be permanently revegetated with native woody species before the next growing
season following completion of construction. 15A NCAC 2B .0243
4. Pursuant to 15A NCAC 2B .0245(6),sediment and erosion control devices shall not be placed in Zone 1 of
any Catawba Buffer without prior approval by the NCDWR. At this time,the NCDWR has approved no
sediment and erosion control devices in Zone 1,outside of the approved project impacts,anywhere on this
project. Moreover, sediment and erosion control devices shall be allowed in Zone 2 of the buffers provided
that Zone 1 is not compromised and that discharge is released as diffuse flow.
5. 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)]
6. The post-construction removal of any temporary bridge structures must return the project site to its
preconstruction contours and elevations. The impacted areas shall be revegetated with appropriate native
species. [15A NCAC 02H.0506(b)(2)
7. As a condition of this 401 Water Quality Certification,the bridge demolition and construction must be
accomplished in strict compliance with the most recent version of NCDOT's Best Management Practices
for Construction and Maintenance Activities. [15A NCAC 02H.0507(d)(2) and 15A NCAC 02H
.0506(b)(5)]
8. Bridge deck drains shall not discharge directly into the stream. Stormwater shall be directed across the
bridge and pre-treated through site-appropriate means(grassed swales,pre-formed scour holes,vegetated
buffers,etc.)before entering the stream. To meet the requirements of NCDOT's NPDES permit
NCS000250,please refer to the most recent version of the North Carolina Department of Transportation
Stormwater Best Management Practices Toolbox manual for approved measures. [15A NCAC 02H
.0507(d)(2)and 15A NCAC 02H.0506(b)(5)]
9. Bridge piles and bents shall be constructed using driven piles(hammer or vibratory)or drilled shaft
construction methods.More specifically,jetting or other methods of pile driving are prohibited without
prior written approval from the NCDWR first. [15A NCAC 02H.0506(b)(2)]
10. No drill slurry or water that has been in contact with uncured concrete shall be allowed to enter surface
waters. This water shall be captured,treated,and disposed of properly. [15A NCAC 02H.0506(b)(3)

DocuSign Envelope ID:090E5455-A53E-48C0-92DE-E9A7CF4D956C
11. A turbidity curtain will be installed in the stream if driving or drilling activities occur within the stream
channel,on the stream bank,or within 5 feet of the top of bank,or during the removal of bents from an old
bridge.This condition can be waived with prior approval from the NCDWR. [15A NCAC 02H.0506(b)(3)
12. All bridge construction shall be performed from the existing bridge,temporary work bridges,temporary
causeways,or floating or sunken barges. If work conditions require barges,they shall be floated into
position and then sunk. The barges shall not be sunk and then dragged into position.Under no
circumstances should barges be dragged along the bottom of the surface water. [15A NCAC 02H
.0506(b)(3)
13. If multiple pipes or barrels are required,they shall be designed to mimic natural stream cross section as
closely as possible including pipes or barrels at flood plain elevation and/or sills where appropriate.
Widening the stream channel should be avoided. Stream channel widening at the inlet or outlet end of
structures typically decreases water velocity causing sediment deposition that requires increased
maintenance and disrupts aquatic life passage. [15A NCAC 02H.0506(b)(2)]
14. Riprap shall not be placed in the active thalweg channel or placed in the streambed in a manner that
precludes aquatic life passage. Bioengineering boulders or structures should be properly designed,sized
and installed. [15A NCAC 02H.0506(b)(2)]
15. For the linear feet of streams being impacted due to site dewatering activities,the site shall be graded
to its preconstruction contours and revegetated with appropriate native species. [15A NCAC
02H.0506(b)(2)]
16. The stream channel shall be excavated no deeper than the natural bed material of the stream,to the
maximum extent practicable. Efforts must be made to minimize impacts to the stream banks,as well as to
vegetation responsible for maintaining the stream bank stability. Any applicable riparian buffer impact for
access to stream channel shall be temporary and be revegetated with native riparian species. [15A NCAC
02H.0506(b)(2)]
17. NCDOT shall be in compliance with the NCS00250 issued to the NCDOT,including the applicable
requirements of the NCG01000. Please note the extra protections for the sensitive watersheds.
18. All portions of the proposed project draining to 303(d)listed watersheds that are impaired due to turbidity
shall be designed,constructed,and operated with sediment and erosion control measures that meet Design
Standards in Sensitive Watersheds(15A NCAC 4B .0124). However,due to the size of the project,NC
DOT shall not be required to meet 15A NCAC 4B .0124(a)regarding the maximum amount of uncovered
acres.
19. All portions of the proposed project draining to 303(d)listed watersheds that are impaired due to biological
criteria exceedances shall not discharge stormwater directly to surface waters. Stormwater shall be treated
using appropriate best management practices(e.g.,vegetated conveyances,constructed wetlands,detention
ponds,etc.)prior to discharging to surface waters.
20. The NCDOT shall design,construct,and operate and maintain hazardous spill catch basins(HSCBs)at lake
crossing within the WS CA watershed. The HSCBs shall be located at Station numbers L Sta 456+00 and
487+00.[15A NCAC 02B.0200]
21. Compensatory mitigation for impacts to 20,406 square feet of protected riparian buffers in Zone 1 and
14,922 square feet of protected riparian buffers in Zone 2 shall be required. We understand that you have
chosen to perform compensatory mitigation for impacts to protected buffers through use of the North
Carolina Division of Mitigation Services(DMS)(formerly NCEEP). Mitigation for unavoidable impacts to
Catawba Riparian Buffers shall be provided in the Catawba River Basin and done in accordance with 15A
NCAC.02B .0295.The DMS has indicated in a letter dated December 19,2018 that they will assume
responsibility for satisfying the compensatory mitigation requirements for the above-referenced project,in
accordance with DMS's Mitigation Banking Instrument signed June 14,2016. 15A NCAC .02B .0243
22. Compensatory mitigation for impacts to 0.06 riverine wetlands is required. We understand that you have
chosen to perform compensatory mitigation for impacts to wetlands through the North Carolina Division of

DocuSign Envelope ID:090E5455-A53E-48C0-92DE-E9A7CF4D956C
Mitigation Services(DMS)(formerly NCEEP),and that the DMS has agreed to implement the mitigation
for the project. DMS has indicated in a letter dated December 19,2018 that they will assume responsibility
for satisfying the federal Clean Water Act compensatory mitigation requirements for the above-referenced
project,in accordance with DMS's Mitigation Banking Instrument signed July 28,2010. [15A NCAC
2H.0506(h)]
23. Compensatory mitigation for 447 linear feet of impact to streams is required. We understand that you
have chosen to perform compensatory mitigation for impacts to streams through the North Carolina
Division of Mitigation Service(DMS)(formerly NCEEP),and that the DMS has agreed to implement the
mitigation for the project. The DMS has indicated in a letter dated December 19,2018 that they will
assume responsibility for satisfying the federal Clean Water Act compensatory mitigation requirements for
the above-referenced project,in accordance with the DMS Mitigation Banking Instrument signed July 28,
2010. [15A NCAC 2H.0506(h)]
24. When final design plans are completed for R-2307 Section A,a modification to the 401 Water Quality
Certification and the Catawba River Riparian Buffer Certification shall be submitted with five copies
and fees to the NC Division of Water Resources. Final designs shall reflect all appropriate avoidance,
minimization,and mitigation for impacts to wetlands,streams,and other surface waters,and buffers. No
construction activities that impact any wetlands,streams, surface waters,or buffers located in R-2307
Section A shall begin until after the permittee applies for,and receives a written modification of the 401
Water Quality Certification and the Catawba River Riparian Buffer Authorization from the NC
Division of Water Resources. [15A NCAC 02H.0506(b)]
25.
General Conditions:
1. 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 downstream 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)]
2. 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]
3. 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. [15A NCAC 02H.0506(b)(2)]
4. 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)]
5. 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)]
6. 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)]
7. 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

DocuSign Envelope ID:090E5455-A53E-48C0-92DE-E9A7CF4D956C
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)]
8. 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)]
9. 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)]
10. 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)]
11. Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or adjacent to surface
waters is prohibited. [15A NCAC 02H.0506(b)(3)]
12. When applicable, all construction activities shall be performed and maintained in full compliance with
G.S. Chapter 113A Article 4(Sediment and Pollution Control Act of 1973). Regardless of applicability
of the Sediment and Pollution Control Act, all projects shall incorporate appropriate Best Management
Practices for the control of sediment and erosion so that no violations of state water quality standards,
statutes,or rules occur. [15A NCAC 02H.0506{b)(3)and(c)(3)and 15A NCAC 02B.0200]
13. Design, installation, operation, and maintenance of all sediment and erosion control measures shall be
equal to or exceed the requirements specified in the most recent version of the North Carolina Sediment
and Erosion Control Manual, or for linear transportation projects, the NCDOT Sediment and Erosion
Control Manual.
14. All devices shall be maintained on all construction sites,borrow sites, and waste pile (spoil) sites,
including contractor-owned or leased borrow pits associated with the project. Sufficient materials
required for stabilization and/or repair of erosion control measures and stormwater routing and
treatment shall be on site at all times.
15. For borrow pit sites,the erosion and sediment control measures shall be designed,installed,operated,and
maintained in accordance with the most recent version of the North Carolina Surface Mining Manual.
Reclamation measures and implementation shall comply with the reclamation in accordance with the
requirements of the Sedimentation Pollution Control Act and the Mining Act of 1971.
16. If the project occurs in waters or watersheds classified as Primary Nursery Areas(PNAs),SA,WS-1,WS-
11,High Quality Waters (HQW), or Outstanding Resource Waters (ORW),then the sedimentation and
erosion control designs shall comply with the requirements set forth in 15A NCAC 04B.0124,Design
Standards in Sensitive Watershed. [15ANCAC 02H.0506(b)(3)and(c)(3);GC 4135]
17. 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 Clean 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]
18. 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)]
19. 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

DocuSign Envelope ID:090E5455-A53E-48C0-92DE-E9A7CF4D956C
Engineer and the on-site project manager. [15A NCAC 02H .0507(c)and 15A NCAC 02H .0506 (b)(2) and
(c)(2)]
20. 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]
21. The issuance of this certification does not exempt the Permittee 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 rules,
soil erosion and sedimentation control requirements,etc.
22. 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)]
23. 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. [15A NCAC 02H.0502(f)]
24. Native riparian vegetation (ex. Salix nigra, Juncus (spp), Carex (spp), et al.) 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 02B.0231(b)(6)]
25. 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(c)(3)
26. 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 Surface Mining
Manual.
d. The reclamation measures and implementation must comply with the reclamation in accordance with the
requirements of the Sedimentation Pollution Control Act.
27. Sediment and erosion control measures shall not be placed in wetlands or surface waters,or within 5 feet of
the top of bank,without prior approval from DWR. [15A NCAC 02H.0506(b)(3)and(c)(3)]
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

DocuSign Envelope ID:090E5455-A53E-48C0-92DE-E9A7CF4D956C
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 faxed 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
This the 17th day of April 2019
DIVISION OF WATER RESOURCES
DocuSigned by:
a�,yaUVMplatA,
9C9886312DCD474...
Linda Culpepper,Director
WQC No. 004181

DocuSign Envelope ID:090E5455-A53E-48C0-92DE-E9A7CF4D956C
35 1
"afCra114 '
ROY COOPER
Governor NDRTH CAROL!NA
MICHAEL S.REGAN Ererrironrnerrtal Orlallry
Secretary
LINDA CULPEPPER
Director NCDWR Project No.: County:
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, 1617 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 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:
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,full 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
_......
bE North Carolina Department of Environmental Quality I Division of Water Resources
" r� 512 North Salisbury Street 11617 Mail Service Center I Raleigh,North Carolina 27699-1617
� �°�� 919.707.9000

U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Compensatory Mitigation Responsibility Transfer Form
Permittee:NCDOT,Project Development and Environmental Analysis Unit Action ID:SAW-2018-02343
Project Name:NC 150(R-2307 and I-5717)Improvement Project County:Catawba and Iredell Counties
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:03050101,Catawba River Basin
Stream Impacts(linear feet) Wetland Impacts(acres)
Warm Cool Cold Riparian Riverine Riparian Non-Riverine Non-Riparian Coastal
447 0.06
*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:03050101, Catawba River Basin
Stream Mitigation (credits) Wetland Mitigation (credits)
Warm Cool Cold Riparian Riverine Riparian Non-Riverine Non-Riparian Coastal
894 0.12
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:
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: Crystal Amschler
USACE Field Office: Asheville Regulatory Field Office
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, NC 28801-5006
Email:
AMSCH LER.CRYSTAL.CAMI LLE.1238 Digitally signed by
AMSCH LER.CRYSTAL.CAM I LLE.1238614178
614178 Date:2020.08.31 1 164:Mre`t nnil�rnn9cer a date.
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.