20031409 Ver 3_Approval Letter_20200715

DocuSign Envelope ID: 01A3DA9E-A587-4778-9AB9-B826E5A53336
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. DANIEL SMITH
Director
Michael and Kimberly Lewis
3641 Brasstown Road
Brasstown, NC 28902
NORTH CAROLINA
Environmental Quality
July 15, 2020
DWR# 03-1409 V3
Cherokee County
Subject: APPROVAL OF 401 WATER QUALITY CERTIFICATION WITH ADDITIONAL
CONDITIONS
Little Brasstown Creek -Lewis
Dear Mr. and Mrs. Lewis:
You have our approval for the impacts listed below for the purpose described in your
application dated June 12, 2020, received by the Division of Water Resources (Division) June 12,
2020, with fee received June 16, 2020. These impacts are covered by the attached Water
Quality General Certification Number 4134 and the additional conditions listed below. This
certification is associated with the use of Nationwide Permit Number 27 once it is issued to you
by the U.S. Army Corps of Engineers. Please note that you should get any other federal, state or
local permits before proceeding with your project, including those required by (but not limited
to) Sediment and Erosion Control, Non -Discharge, Water Supply Watershed, and Trout Buffer
regulations.
This approval requires you to follow the conditions listed in the enclosed certification(s) or
general permit and the following additional conditions:
1. The following impacts are hereby approved provided that all of the other specific and
general conditions of the certification are met. No other impacts are approved,
including incidental impacts. [15A NCAC 02H .0506(b) and/or (c)]
D E Q�� North Carolina Department of Environmental Quality I Division of Water Resources
Asheville Regional Office 12090 U.S. Highway 70 1 Swannanoa, North Carolina 28778
vOry rN cxl4o:. i
o.�ro�em or E�.w�����a�:r� /`� 828.296,4500

DocuSign Envelope ID: 01A3DA9E-A587-4778-9AB9-B826E5A53336
Little Brasstown Creek -Lewis
DWR# 03-1409 V3
401 Approval
Page 2 of 4
Type of Impact
Amount Approved
Amount Approved
(units)
(units)
Permanent
Temporary
Stream
S1
1,375 (feet)
2. This approval is for the purpose and design described in your application. The plans and
specifications for this project are incorporated by reference as part of the certification. If
you change your project, you must notify the Division and you may be required to
submit a new application package with the appropriate fee. If the property is sold, the
new owner must be given a copy of this approval letter and General Certification and is
responsible for complying with all conditions. [15A NCAC 02H .0507(d)(2)]
3. The permittee shall report to the Asheville Regional Office any noncompliance with this
Certification, any violation of stream or wetland standards [15A NCAC 02B .02001
including but not limited to sediment impacts, and any violation of state regulated
riparian buffer rules [15A NCAC 02B .0200]. Information shall be provided orally within
24 hours (or the next business day if a weekend or holiday) from the time the permittee
became aware of the circumstances. A written submission shall also be provided within
5 business days of the time the permittee becomes aware of the circumstances. The
written submission shall contain a description of the noncompliance and its causes; the
period of noncompliance, including exact dates and times, if the noncompliance has not
been corrected, the anticipated time compliance is expected to continue; and steps
taken or planned to reduce, eliminate, and prevent reoccurrence of the
noncompliance. The Division may waive the written submission requirement on a case -
by -case basis.
4. In order to protect downstream uses for Sicklefin Redhorse [NC Threatened] a
requirement of this Certification is that any work conducted within the stream may not
occur between the dates of April 1 and June 30. [15A NCAC 02H .0506(b)(2)]
5. Immediately after flows are turned into the new constructed channel, stranded aquatic
species shall be rescued from the abandoned channel and relocated to the new channel
or placed upstream. [15A NCAC 02H .0506(b)(2)]
6. Disturbed areas within 50 feet of Little Brasstown Creek associated with the project
must be adequately stabilized and storm ready at the end of each work day to prevent
sedimentation to the creek. [15A NCAC 02H .0506(b)(2) and 15A NCAC 02B .0200]
7. The designer or his designee shall supervise the installation of in -stream structures. [15A
NCAC 02H .0506(b)(2)]

DocuSign Envelope ID: 01A3DA9E-A587-4778-9AB9-B826E5A53336
Little Brasstown Creek -Lewis
DWR# 03-1409 V3
401 Approval
Page 3 of 4
8. Stream bed habitat material, such as cobble and gravel, should be harvested from
abandoned channels and relocated to new channels to the maximum practicable. [15A
NCAC 02H .0506(b)(2)]
9. Water shall not be released into any new channels until the stream and banks are
stabilized. [15A NCAC 02H .0506(b)(3)]
10. This authorization exempts the Permittee from meeting Condition 11.9 in the attached
General Certification #4134 for the placement of in -stream structure material into Little
Brasstown Creek. The Permittee shall take all reasonable measures to construct in -
stream structures while keeping heavy equipment out of the stream channel. Only
equipment that is being used to install structures may enter the stream channel. This
exemption does not authorize the use of equipment within the stream channel for any
other purpose such as a haul road, access, streambank reshaping etc. Equipment shall
access the stream at the closest point possible to reduce impacts to the stream bed.
The majority of stream flow shall be diverted around work areas along the stream banks
such as toe protection and bank sloping. All reasonable steps must be taken to limit the
amount of disturbance in the channel and to therefore reduce downstream turbidity
during construction. This exemption does not relieve the Permittee of meeting stream
standards as indicated in 15A NCAC 02B. [15A NCAC 02H .0506(f)]
11. Visual monitoring of the project shall be conducted at a minimum of quarterly for the
first year or two bankfull events (whichever is longer), and then annually until the site is
stable (particularly after storm events) and vegetation is successful. Any failures of
structures, streambanks, or vegetation may require future repairs or replacement,
which requires coordination with the Asheville Regional Office to ensure the stability
and water quality of the stream and downstream waters. [15A NCAC 02H .0506 (b)(2)
and (b)(3)]
This approval and its conditions are final and binding unless contested. [G.S. 143-215.5]
This Certification can be contested as provided in Articles 3 and 4 of General Statute 150B by
filing a written petition for an administrative hearing to the Office of Administrative Hearings
(hereby known as OAH) within sixty (60) calendar days.
A petition form may be obtained from the OAH at http://www.ncoah.com/ or by calling the
OAH Clerk's Office at [phone] for information. A petition is considered filed when the
original and one (1) copy along with any applicable OAH filing fee is received in the OAH during
normal office hours (Monday through Friday between 8:OOam and S:OOpm, excluding official
state holidays).

DocuSign Envelope ID: 01A3DA9E-A587-4778-9AB9-B826E5A53336
Little Brasstown Creek -Lewis
DWR# 03-1409 V3
401 Approval
Page 4 of 4
The petition may be faxed to the OAH at [phone], provided the original and one copy of
the petition along with any applicable OAH filing fee is received by the OAH within five (5)
business days following the faxed transmission.
Mailing address for the OAH:
If sending via US Postal Service:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
If sending via delivery service (UPS,
FedEx, etc):
Office of Administrative Hearings
1711 New Hope Church Road
Raleigh, NC 27609-6285
One (1) copy of the petition must also be served to DEQ:
William F. Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601
This letter completes the review by the Division under section 401 of the Clean Water Act as
described in 15A NCAC 02H .0500. Please contact Andrew Moore at 828-296-4684 or
[e-mail] if you have any questions or concerns.
Sincerely,
DocuSigned by:
r­�_)'_-�))
p11%_
7E617A38285848C...
G. Landon Davidson, P.G., Regional Supervisor
Water Quality Regional Operations
Asheville Regional Office
Enclosures: GC 4134
Certificate of Completion
cc: Zan Price —Jennings Environmental, PLLC (via email)
David Brown— USACE Asheville Regulatory Field Office (via email)
Andrea Leslie — NCWRC (via email)
DWR ARO file
DWR 401 & Buffer Permitting Branch file
G:\WR\WQ\Cherokee\401s\Non-DOT\Little Brasstown Creek\V3\20200715_LittleBra sstownCreek-Lewis_APPRVL.docx

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
WATER QUALITY GENERAL CERTIFICATION NO.4134
GENERAL CERTIFICATION FOR PROJECTS ELIGIBLE FOR US ARMY CORPS OF ENGINEERS
• NATIONWIDE PERMIT NUMBER 13 (BANK STABILIZATION),
• NATIONWIDE PERMIT NUMBER 27 (AQUATIC HABITAT RESTORATION,
ESTABLISHMENT AND ENHANCEMENT ACTIVITIES), AND
• REGIONAL GENERAL PERMIT 197800080 (BULKHEADS AND RIP -RAP)
Water Quality Certification Number 4134 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 Regulations in 15A NCAC 02H .0500 and 15A NCAC 02B .0200 for the discharge of fill
material to surface waters and wetland areas as described in 33 CFR 330 Appendix A (B) (13 and
27) of the US Army Corps of Engineers regulations and Regional General Permit 197800080.
The State of North Carolina certifies that the specified category of activity will not violate
applicable portions of Sections 301, 302, 303, 306 and 307 of the Public Laws 92-500 and 95-
217 if conducted in accordance with the conditions hereinafter set forth.
Effective date: December 1, 2017
Signed this day: December 1, 2017
By
for Linda Culpepper
Interim Director

GC4134
Activities meeting any one (1) of the following thresholds or circumstances require written
approval for a 401 Water Quality Certification from the Division of Water Resources (DWR):
a) If any of the conditions of this Certification (listed below) cannot be met; or
b) Any permanent fill into or modification of wetlands and/or waters except for single and
independent stream stabilization or enhancement projects involving in -stream
structures that meet the following criteria:
i. Designed based on current natural channel techniques; and
ii. In -stream structures do not exceed a spacing of three structures per 100 feet of
stream length up to a total of 500 feet of streambank stabilization; or
c) Any stream relocation; or
d) Complete dewatering and drawdowns to a sediment layer related to pond/dam
maintenance or removal; or
e) Total temporary and permanent impacts to streambanks of greater than 150 feet for
bank stabilization projects when non -natural armoring techniques (e.g. rip -rap, gabion
baskets, deflection walls) are utilized; or
f) Total temporary and permanent impacts to streambanks of greater than 500 feet for
bank stabilization projects when natural techniques (e.g. sloping, vegetation, geolifts)
are used; or
g) Any permanent impacts to waters, or to wetlands adjacent to waters, designated as:
ORW (including SAV), HQW (including PNA), SA, WS-I, WS-II, or North Carolina or
National Wild and Scenic River.
h) Any permanent impacts to waters, or to wetlands adjacent to waters, designated as
Trout except for bank stabilization projects that qualify for a Nationwide Permit #13
provided that:
L The total impacts are less than 100 feet in length;
ii. The project is not adjacent to any other existing stabilization structures;
iii. All conditions of this General Certification can be met, including adherence to
any moratoriums as stated in Condition #10; and
iv. A Notification of Work in Trout Watersheds Form is submitted to the Division at
least 60 days prior to commencement of work; or
i) Any permanent impacts to coastal wetlands [15A NCAC 07H .0205], or Unique Wetlands
(UWL); or
j) Any impact associated with a Notice of Violation or an enforcement action for
violation(s) of NC Wetland Rules (15A NCAC 02H .0500), NC Isolated Wetland Rules (15A
NCAC 02H .1300), NC Surface Water or Wetland Standards (15A NCAC 02B .0200), or
State Regulated Riparian Buffer Rules (15A NCAC 02B .0200); or
k) Any impacts to subject water bodies and/or state regulated riparian buffers along
subject water bodies in the Neuse, Tar -Pamlico, or Catawba River Basins or in the
Randleman Lake, Jordan Lake or Goose Creek Watersheds (or any other basin or
watershed with State Regulated Riparian Area Protection Rules [Buffer Rules] in effect
at the time of application) unless:
i. The activities are listed as "EXEMPT" from these rules; or
Page 2 of 10

GC4134
ii. A Buffer Authorization Certificate is issued by the NC Division of Coastal
Management (DCM); or
iii. A Buffer Authorization Certificate or a Minor Variance is issued by a delegated or
designated local government implementing a state riparian buffer program
pursuant to 143-215.23.
Activities included in this General Certification that do not meet one of the thresholds listed
above do not require written approval.
I. ACTIVITY SPECIFIC CONDITIONS:
1. Any repairs or adjustments to the site shall be made according to the approved plans.
Repairs that result in a change from the approved plans must receive written approval from
DWR prior to commencement of the repairs. [15A NCAC 02H .0501 and .0502]
2. Written authorization for a compensatory mitigation project does not represent an
approval of credit yield for the project. [15A NCAC 02H .0500(h)]
3. For all dam removal projects meeting the definition under G.S. 143-215.25 and
requirements under G.S. 143-215.27 of a professionally supervised dam removal, the
applicant shall provide documentation that any sediment that may be released has similar
or lower level of contamination than sediment sampled from downstream of the dam in
accordance with Session Law 2017-145.
II. GENERAL CONDITIONS:
1. When written authorization is required, the plans and specifications for the project are
incorporated into the authorization by reference and are an enforceable part of the
Certification. Any modifications to the project require notification to DWR and may require
an application submittal to DWR with the appropriate fee. [15A NCAC 02H .0501 and .0502]
2. No waste, spoil, solids, or fill of any kind shall occur in wetlands or waters beyond the
footprint of the impacts (including temporary impacts) as authorized in the written approval
from DWR; or beyond the thresholds established for use of this Certification without
written authorization. [15A NCAC 02H .0501 and .0502]
No removal of vegetation or other impacts of any kind shall occur to state regulated riparian
buffers beyond the footprint of impacts approved in a Buffer Authorization or Variance or
as listed as an exempt activity in the applicable riparian buffer rules. [15A NCAC 02B .0200]
Page 3 of 10

GC4134
3. In accordance with 15A NCAC 02H .0506(h) and Session Law 2017-10, compensatory
mitigation may be required for losses of greater than 300 linear feet of perennial streams
and/or greater than one (1) acre of wetlands. Impacts associated with the removal of a
dam shall not require mitigation when the removal complies with the requirements of Part
3 of Article 21 in Chapter 143 of the North Carolina General Statutes. Impacts to isolated
and other non-404 jurisdictional wetlands shall not be combined with 404 jurisdictional
wetlands for the purpose of determining when impact thresholds trigger a mitigation
requirement. For linear publicly owned and maintained transportation projects that are not
determined to be part of a larger common plan of development by the US Army Corps of
Engineers, compensatory mitigation may be required for losses of greater than 300 linear
feet per perennial stream.
Compensatory stream and/or wetland mitigation shall be proposed and completed in
compliance with G.S. 143-214.11. For applicants proposing to conduct mitigation within a
project site, a complete mitigation proposal developed in accordance with the most recent
guidance issued by the US Army Corps of Engineers Wilmington District shall be submitted
for review and approval with the application for impacts.
4. All activities shall be in compliance with any applicable State Regulated Riparian Buffer
Rules in Chapter 2 of Title 15A.
5. 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].
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.
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.
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.
Page 4 of 10

GC4134
If the project occurs in waters or watersheds classified as Primary Nursery Areas (PNAs), SA,
WS-I, WS-II, 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 046 .0124, Design Standards in Sensitive Watersheds.
6. Sediment and erosion control measures shall not be placed in wetlands or waters except
within the footprint of temporary or permanent impacts authorized under this Certification.
Exceptions to this condition require application to and written approval from DWR. [15A
NCAC 02H .0501 and .0502]
7. Erosion control matting that incorporates plastic mesh and/or plastic twine shall not be
used along streambanks or within wetlands. Exceptions to this condition require
application to and written approval from DWR. [15A NCAC 02B .0201]
8. An NPDES Construction Stormwater Permit (NCG010000) is required for construction
projects that disturb one (1) or more acres of land. The NCGO10000 Permit allows
stormwater to be discharged during land disturbing construction activities as stipulated in
the conditions of the permit. If the project is covered by this permit, full compliance with
permit conditions including the erosion & sedimentation control plan, inspections and
maintenance, self -monitoring, record keeping and reporting requirements is required. [15A
NCAC 02H .0506(b)(5) and (c)(5)]
The North Carolina Department of Transportation (NCDOT) shall be required to be in full
compliance with the conditions related to construction activities within the most recent
version of their individual NPDES (NCS000250) stormwater permit. [15A NCAC 02H
.0506(b)(5) and (c)(5)]
9. All work in or adjacent to streams shall be conducted so that the flowing stream does not
come in contact with the disturbed area. Approved best management practices from the
most current version of the NC Sediment and Erosion Control Manual, or the NC DOT
Construction and Maintenance Activities Manual, such as sandbags, rock berms,
cofferdams, and other diversion structures shall be used to minimize excavation in flowing
water. Exceptions to this condition require application to and written approval from DWR.
[15A NCAC 02H .0506(b)(3) and (c)(3)]
10. If activities must occur during periods of high biological activity (e.g. sea turtle nesting, fish
spawning, or bird nesting), then biological monitoring may be required at the request of
other state or federal agencies and coordinated with these activities. [15A NCAC 02H
.0506(b)(2) and 15A NCAC 04B .0125]
All moratoriums on construction activities established by the NC Wildlife Resources
Commission (WRC), US Fish and Wildlife Service (USFWS), NC Division of Marine Fisheries
(DMF), or National Marine Fisheries Service (NMFS) shall be implemented. Exceptions to
this condition require written approval by the resource agency responsible for the given
moratorium. A copy of the approval from the resource agency shall be forwarded to DWR.
Page 5 of 10

GC4134
Work within a designated trout watershed of North Carolina (as identified by the
Wilmington District of the US Army Corps of Engineers), or identified state or federal
endangered or threatened species habitat, shall be coordinated with the appropriate WRC,
USFWS, NMFS, and/or DMF personnel.
11. Culverts shall be designed and installed in such a manner that the original stream profiles
are not altered and allow for aquatic life movement during low flows. 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 culvert shall be such
as to pass the average historical low flow and spring flow without adversely altering flow
velocity. [15A NCAC 02H .0506(b)(2) and (c)(2)]
Placement of culverts and other structures in streams shall be below the elevation of the
streambed by one foot for all culverts with a diameter greater than 48 inches, and 20% of
the culvert diameter for culverts having a diameter less than or equal to 48 inches, to allow
low flow passage of water and aquatic life.
If multiple pipes or barrels are required, they shall be designed to the mimic the existing
stream cross section as closely as possible including pipes or barrels at flood plain elevation
and/or sills where appropriate. Widening the stream channel shall be avoided.
When topographic constraints indicate culvert slopes of greater than 5%, culvert burial is
not required, provided that all alternative options for flattening the slope have been
investigated and aquatic life movement/connectivity has been provided when possible (e.g.
rock ladders, cross vanes, etc.). Notification, including supporting documentation to include
a location map of the culvert, culvert profile drawings, and slope calculations, shall be
provided to DWR 60 calendar days prior to the installation of the culvert.
When bedrock is present in culvert locations, culvert burial is not required provided that
there is sufficient documentation of the presence of bedrock. Notification, including
supporting documentation such as a location map of the culvert, geotechnical reports,
photographs, etc. shall be provided to DWR a minimum of 60 calendar days prior to the
installation of the culvert. If bedrock is discovered during construction, then DWR shall be
notified by phone or email within 24 hours of discovery.
If other site -specific topographic constraints preclude the ability to bury the culverts as
described above and/or it can be demonstrated that burying the culvert would result in
destabilization of the channel, then exceptions to this condition require application to and
written approval from DWR.
Page 6 of 10

GC4134
Installation of culverts in wetlands shall ensure continuity of water movement and be
designed to adequately accommodate high water or flood conditions. When roadways,
causeways, or other fill projects are constructed across FEMA-designated floodways or
wetlands, openings such as culverts or bridges shall be provided to maintain the natural
hydrology of the system as well as prevent constriction of the floodway that may result in
destabilization of streams or wetlands.
The establishment of native woody vegetation and other soft stream bank stabilization
techniques shall be used where practicable instead of rip -rap or other bank hardening
methods.
12. Bridge deck drains shall not discharge directly into the stream. Stormwater shall be
directed across the bridge and pre-treated through site -appropriate means to the maximum
extent practicable (e.g. grassed swales, pre -formed scour holes, vegetated buffers, etc.)
before entering the stream. Exceptions to this condition require application to and written
approval from DWR. [15A NCAC 02H .0506(b)(5)]
13. Application of fertilizer to establish planted/seeded vegetation within disturbed riparian
areas and/or wetlands shall be conducted at agronomic rates and shall comply with all
other Federal, State and Local regulations. Fertilizer application shall be accomplished in a
manner that minimizes the risk of contact between the fertilizer and surface waters. [15A
NCAC 02B .0200 and 15A NCAC 02B .0231]
14. If concrete is used during construction, then all necessary measures shall be taken to
prevent direct contact between uncured or curing concrete and waters of the state. Water
that inadvertently contacts uncured concrete shall not be discharged to waters of the state.
[15A NCAC 02B .0200]
15. All proposed and approved temporary fill and culverts shall be removed and the impacted
area shall be returned to natural conditions within 60 calendar days after the temporary
impact is no longer necessary. The impacted areas shall be restored to original grade,
including each stream's original cross sectional dimensions, planform pattern, and
longitudinal bed profile. For projects that receive written approval, no temporary impacts
are allowed beyond those included in the application and authorization. All temporarily
impacted sites shall be restored -and stabilized with native vegetation. [15A NCAC 02H
.0506(b)(2) and (c)(2)]
16. All proposed and approved temporary pipes/culverts/rip-rap pads etc. in streams shall be
installed as outlined in the most recent edition of the North Carolina Sediment and Erosion
Control Planning and Design Manual or the North Carolina Surface Mining Manual or the
North Carolina Department of Transportation Best Management Practices for Construction
and Maintenance Activities so as not to restrict stream flow or cause dis-equilibrium during
use of this Certification. [15A NCAC 02H .0506(b)(2) and (c)(2)]
Page 7 of 10

GC4134
17. Any rip -rap required for proper culvert placement, stream stabilization, or restoration of
temporarily disturbed areas shall be restricted to the area directly impacted by the
approved construction activity. All rip -rap shall be placed such that the original stream
elevation and streambank contours are restored and maintained. Placement of rip -rap or
other approved materials shall not result in de -stabilization of the stream bed or banks
upstream or downstream of the area or in a manner that precludes aquatic life passage.
[15A NCAC 02H .0506(b)(2)]
18. Any rip -rap used for stream or shoreline stabilization shall be of a size and density to
prevent movement by wave, current action, or stream flows and shall consist of clean rock
or masonry material free of debris or toxic pollutants. Rip -rap shall not be installed in the
streambed except in specific areas required for velocity control and to ensure structural
integrity of bank stabilization measures. [15A NCAC 02H .0506(b)(2)]
19. Applications for rip -rap groins proposed in accordance with 15A NCAC 07H .1401(NC
Division of Coastal Management General Permit for construction of Wooden and Rip -rap
Groins in Estuarine and Public Trust Waters) shall meet all the specific conditions for design
and construction specified in 15A NCAC 07H .1405.
20. All mechanized equipment operated near surface waters shall be inspected and maintained
regularly to prevent contamination of surface waters from fuels, lubricants, hydraulic fluids,
or other toxic materials. Construction shall be staged in order to minimize the exposure of
equipment to surface waters to the maximum extent practicable. Fueling, lubrication and
general equipment maintenance shall be performed in a manner to prevent, to the
maximum extent practicable, contamination of surface waters by fuels and oils. [15A NCAC
02H .0506(b)(3) and (c)(3) and 15A NCAC 02B .0211 (12)]
21. Heavy equipment working in wetlands shall be placed on mats or other measures shall be
taken to minimize soil disturbance. [15A NCAC 02H .0506 (b)(3) and (c)(3)]
22. In accordance with 143-215.85(b), the applicant shall report any petroleum spill of 25
gallons or more; any spill regardless of amount that causes a sheen on surface waters; any
petroleum spill regardless of amount occurring within 100 feet of surface waters; and any
petroleum spill less than 25 gallons that cannot be cleaned up within 24 hours.
23. If an environmental document is required under the State Environmental Policy Act (SEPA),
then this General Certification is not valid until a Finding of No Significant Impact (FONSI) or
Record of Decision (ROD) is issued by the State Clearinghouse. If an environmental
document is required under the National Environmental Policy Act (NEPA), then this
General Certification is not valid until a Categorical Exclusion, the Final Environmental
Assessment, or Final Environmental Impact Statement is published by the lead agency. [15A
NCAC 01C .0107(a)]
Page 8 of 10

GC4134
24. This General Certification does not relieve the applicant of the responsibility to obtain all
other required Federal, State, or Local approvals before proceeding with the project,
including those required by, but not limited to, Sediment and Erosion Control, Non -
Discharge, Water Supply Watershed, and Trout Buffer regulations.
25. The applicant and their authorized agents shall conduct all 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 DWR determines that such standards or laws are not being met, including
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, then DWR may revoke or
modify a written authorization associated with this General Water Quality Certification.
[15A NCAC 02H .0507(d)]
26. 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 Certification. A copy of this Certification,
including all conditions shall be available at the project site during the construction and
maintenance of this project. [15A NCAC 02H .0507 (c) and 15A NCAC 02H .0506 (b)(2) and
(c)(2)l
27. When written authorization is required for use of this Certification, upon completion of all
permitted impacts included within the approval and any subsequent modifications, the
applicant shall be required to return a certificate of completion (available on the DWR
website: https://edocs.deg.nc.gov/Forms/Certificate-of-Completion). [15A NCAC 02H
.0502(f)]
28. Additional site -specific conditions, including monitoring and/or modeling requirements,
may be added to the written approval letter for projects proposed under this Water Quality
Certification in order to ensure compliance with all applicable water quality and effluent
standards. [15A NCAC 02H .0507(c)]
29. If the property or project is sold or transferred, the new permittee shall be given a copy of
this Certification (and written authorization if applicable) and is responsible for complying
with all conditions. [15A NCAC 02H .0501 and .0502]
III. GENERAL CERTIFICATION ADMINISTRATION:
1. In accordance with North Carolina General Statute 143-215.3D(e), written approval for a
401 Water Quality General Certification must include the appropriate fee. An applicant for
a CAMA permit under Article 7 of Chapter 113A of the General Statutes for which a water
quality Certification is required shall only make one payment to satisfy both agencies; the
fee shall be as established by the Secretary in accordance with 143-215.3D(e)(7).
Page 9 of 10

GC4134
2. This Certification neither grants nor affirms any property right, license, or privilege in any
waters, or any right of use in any waters. This Certification does not authorize any person
to interfere with the riparian rights, littoral rights, or water use rights of any other person
and this Certification does not create any prescriptive right or any right of priority regarding
any usage of water. This Certification shall not be interposed as a defense in any action
respecting the determination of riparian or littoral rights or other rights to water use. No
consumptive user is deemed by virtue of this Certification to possess any prescriptive or
other right of priority with respect to any other consumptive user regardless of the quantity
of the withdrawal or the date on which the withdrawal was initiated or expanded.
3. This Certification grants permission to the Director, an authorized representative of the
Director, or DWR staff, upon the presentation of proper credentials, to enter the property
during normal business hours. [15A NCAC 02H .0502(e)]
4. This General Certification shall expire on the same day as the expiration date of the
corresponding Nationwide Permit and/or Regional General Permit. The conditions in effect
on the date of issuance of Certification for a specific project shall remain in effect for the life
of the project, regardless of the expiration date of this Certification. This General
Certification is rescinded when the US Army Corps of Engineers reauthorizes any of the
corresponding Nationwide Permits and/or Regional General Permits or when deemed
appropriate by the Director of the Division of Water Resources.
5. Non-compliance with or violation of the conditions herein set forth by a specific project may
result in revocation of this General Certification for the project and may also result in
criminal and/or civil penalties.
6. The Director of the North Carolina Division of Water Resources may require submission of a
formal application for Individual Certification for any project in this category of activity if it
is deemed in the public's best interested or determined that the project is likely to have a
significant adverse effect upon water quality, including state or federally listed endangered
or threatened aquatic species, or degrade the waters so that existing uses of the water or
downstream waters are precluded.
History Note: Water Quality Certification (WQC) Number 4134 issued December 1, 2017
replaces WQC March 3, 2017; WQC 3885 issued March 19, 2012; WQC Number 3689 issued
November 1, 2007; WQC Number 3626 issued March 19, 2007; WQC Number 3495 issued
December 31, 2004; and WQC Number 3399 issued March 2003.
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ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. DANIEL SMITH
Director
WR Project No.:
Applicant:
Project Name:
NORTH CAROLINA
Environmental Quality
County:
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 and
Buffer Permitting Unit, North Carolina Division of Water Resources, 1650 Mail Service Center, Raleigh,
NC, 27699-1650. This form may be returned to DWR 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:
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:
If this project was designed by a Certified Professional
I, , as a duly registered Professional (i.e.,
Engineer, Landscape Architect, Surveyor, etc.) in the State of North Carolina, having been authorized to
observe (periodically, weekly, full time) the construction of the project, for the Permitee 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
D E Q�� North Carolina Department of Environmental Quality I Division of Water Resources
Asheville Regional Office 1 2090 U.S. Highway 70 I Swannanoa, North Carolina 28778
NORM CAROLINA
Depanmamarenmronmenmiaual /� 828.296.4500