20060895 Ver 1_USACE Permit_20230422

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
69 DARLINGTON AVENUE
WILMINGTON, NORTH CAROLINA 28403-1343
April 18, 2022
Regulatory Division
Action ID No. SAW-2006-32427 and State Permit No. 131-06
Mr. Gabriel Soriente
Mr.Todd Porterfield
Sensation Weigh Properties, LLC
1501 Sensation Weigh
Beaufort, NC 28516
gabe(d,banksboatworks. com
Dear Mr. Soriente:
Reference your request to modify your existing authorization and relocate/reconfigure the
proposed marine haul out and docking facility, in waters of Core Creek, adjacent to 1501
Sensation Weigh at the Jarrett Bay Industrial Park, Beaufort, in Carteret County, North Carolina.
Specifically, the proposal is to relocate the haul out and docking system closer to the center
of the site, resulting in reduced shading impacts to coastal wetlands. The total number of
formalized slips will be reduced from ten to four to be located along the floating platforms. The
slips will be used as staging areas, and for transient and overnight dockage. Additionally, the
impacts associated with the previously authorized dredging activity will be reduced. The current
proposal limits excavation to the haul out facility drop zone, with final depths of -7' NLW.
Dredging activity will impact 2,475 square feet of sandy bottom of Core Creek and result in 186
cubic yards of excavated sand and mud. It is assumed that the dredge method would be bucket to
barge.
It should be noted that the USACE Wilmington District Navigation Branch has stated that
the project cannot be used to justify a No Wake Zone in this location.
Your proposal has been reviewed and found to be consistent with the provisions and
objectives of the CAMA-Corps Programmatic Permit process (copy attached) for construction
activities that receive authorization from the State of North Carolina. Therefore, you may
commence construction activity in strict accordance with applicable State authorization, attached
Federal special conditions, and the approved plan. Failure to comply with the State authorization
or conditions of the Federal permit could result in civil and/or administrative penalties.
If any change in your work is required because of unforeseen or altered conditions or for
any other reason, plans revised to show the change must be sent promptly to this office and the

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North Carolina Division of Coastal Management prior to performing any such change or
alteration. Such action is necessary as revised plans must be reviewed and the authorization
modified. Your Department of the AM permit will expire on December 31, 2026.
Questions or comments may be addressed to Ms. Liz Hair, Wilmington Field Office,
Regulatory Branch, email: sarah.e.hair(d),usace.army.mil.
Sincerely,
Liz Hair, Project Manager
J g
Wilmington Regulatory Field Office
Enclosures:
Special Conditions
RGP 291 conditions
CAMA permit modification No.131-06 dated April 18, 2023
Plans
Manatee Guidelines
Electronic copies Furnished:
Agent; Ms. Kathy Vinson
NOAA/NMFS; Dr. Pace Wilber/ Ms. Twyla Cheatwood
NCDEQ/DCM; Mr. Gregg Bodnar/ Ms. Amanda Cannon
NCDEQ/DWR; Ms. Holley Snider
USFWS; Mr. Pete Benjamin/ Mr. John Ellis
USEPA; Mr. Todd Allen Bowers
USCG; BOSN4 Mr. Paul Bertram
USACE-Navigation Branch; Mr. Justin Amette

R2
Special Conditions
Sensation Weigh Properties, LLC
Modification April 18, 2023
SAW-2006-32427
1. In order to further protect the endangered West Indian Manatee, Trichechus manatus, the
applicant must implement the U.S. Fish and Wildlife Service's Manatee Guidelines, and strictly
adhere to all requirements therein. The guidelines are included as an attachment and can also be
found at https://www.fws.gov/raleigh/pdfs/ManateeGuidelines20l7.pdf
2. As -Built Construction Plans: In order to confirm the structure does not encroach into the
federal project or setback, within 30 days following the completion of construction, the Permittee
shall submit to the Corps as -built plans for those portions that affect waters of the United States,
including wetlands. The as -built plans shall include all grading, structures, and activities in or
affecting waters and/or wetlands.

DEPARTMENT OF THE ARMY
Wilmington District, Corps of Engineers
69 Darlington Avenue
Wilmington, North Carolina 28403-1343
http://www.saw.usace.army.mil/Missions/Re ug latoaPermitProp,ram.aspx
General Permit No. 198000291
Name of Permittee: General Public
Effective Date: January 01, 2022
Expiration Date: December 31, 2026
DEPARTMENT OF THE ARMY
REGIONAL GENERAL PERMIT (RGP)
A RGP to do work in or affecting navigable waters of the U.S. and waters of the U.S., upon
recommendation of the Chief of Engineers, pursuant to Section 10 of the Rivers and Harbors Act
of March 3, 1899 (U.S.C. 403), and Section 404 of the Clean Water Act (33 U.S.C. 1344), is
hereby issued by authority of the Secretary of the Army by
District Engineer
U.S. Army Engineer District, Wilmington
Corps of Engineers
69 Darlington Avenue
Wilmington, North Carolina 28403-1343
TO AUTHORIZE THOSE CONSTRUCTION ACTIVITIES IN THE 20 COASTAL
COUNTIES RECEIVING PRIOR APPROVAL FROM THE STATE OF NORTH CAROLINA
IN THE FORM OF A COASTAL AREA MANAGEMENT ACT (CAMA) PERMIT, AND/OR
A STATE DREDGE AND FILL PERMIT, AND IF REQUIRED, A WATER QUALITY
CERTIFICATION, THAT ARE OTHERWISE NOT ELIGIBLE FOR FEDERAL
AUTHORIZATION IN THE FORM OF A NATIONWIDE PERMIT OR ANOTHER RGP.
Operating Procedures
a. Applications for joint state and federal authorization under this programmatic RGP will
be accepted through the North Carolina Division of Coastal Management (NCDCM). Receipt of
a complete application by the NCDCM will initiate the State's field review that will include a site
visit and preparation of a Field Investigation Report and a state Bio-Report. The NCDCM will
forward a copy of the complete application, its Field Investigation Report, and its Bio-Report, to
the appropriate Corps of Engineers field office, thereby initiating federal review of the project.
The Corps, upon receipt of an application, will immediately assign an action identification
number, acknowledge receipt thereof, and examine the application to assure that it can be
processed pursuant to this programmatic RGP. The applicant and the NCDCM will be furnished
written notification of the Corps' determination. Notification to the applicant will include a brief
description of the administrative process.

b. For those proposals that may result in a discharge into waters of the U.S., including
wetlands, the North Carolina Division of Water Resources (NCDWR) and the applicant will be
informed regarding the applicant's need to obtain a Water Quality Certification in accordance
with section 401 of the Clean Water Act.
c. If, at any time, the Corps determines that a proposed activity is eligible for
authorization under another regional RGP or a nationwide permit (NWP), this procedure may be
terminated and the activity authorized pursuant to the terms and conditions of the appropriate
RGP or NWP.
d. The permit review process conducted by the NCDCM is a public process involving
publication of public notices in local newspapers, public hearings, and various public appeal
procedures. The Corps may issue a separate public notice for a specific proposal if it is deemed
necessary for compliance with appropriate laws, regulation, and guidance.
e. This RGP does not, in any way, alter established procedures or responsibilities, as
required by federal laws, memoranda of agreements (MOA's) or administrative regulations, with
respect to the Corps' coordination with appropriate review agencies. The applicant will continue
to have the opportunity to rebut any objections to a proposal.
f. The Corps will provide copies of the application and plans, the NCDCM's Field
Investigation Report, and the state Bio-Report, to the U.S. Fish and Wildlife Service (USFWS),
the National Marine Fisheries Service (NMFS) the U.S. Environmental Protection Agency
(EPA), and any other federal agency that the Corps determines to be a necessary review agency
(collectively, the "Federal Agencies"). Receipt of this material will initiate the Federal Agencies'
review. The Federal Agencies will be allowed sufficient time, normally thirty (30) days, to
provide the Corps with their comments and recommendations, including any proposed permit
special conditions and recommendations of denial. The Corps may grant extensions of time for
Federal Agency review if justified by unusual circumstances. If an extension is granted that
would substantially delay an NCDCM decision, the application may be removed from this RGP
process.
g. The Corps will receive and review all Federal Agency comments as well as any
applicant rebuttal. Provided all Federal Agencies and the Corps are in agreement, the Corps will
prepare a coordinated federal position incorporating all Federal Agency comments, including
proposed permit special conditions and any recommendations for denial. The Corps will
typically furnish this coordinated federal position to the NCDCM within 45 days of its receipt of
the complete application, and copies of the Field Investigation Report and Bio-Report.
h. If the Corps does not concur with a Federal Agency's comments or recommendations,
the Corps will contact the Federal Agency and advise it of the Corps' position. Attempts to
resolve the issue may include initiating the referral procedures outlined by current memoranda of
agreement (MOA's) between the Department of the Army and the agency. No coordinated
federal position will be furnished to the NCDCM until and unless the Corps receives written
agreement from the Federal Agency that all issues have been resolved to the satisfaction of that
agency.

i. If any of the recommendations and/or conditions included in the coordinated federal
position are unacceptable to the NCDCM, the NCDCM will contact the Corps within ten (10)
days of receipt of the coordinated federal position and attempt to resolve the conflict. If
resolution of the conflict involves changes to the conditions or recommendations provided by the
Federal Agencies, the provisions of paragraphs g. and h. (above) will apply. If the conflict is
resolved to the satisfaction of the Corps and any affected Federal Agency, the NCDCM permit
will be issued and the authority of this RGP will apply.
j. If a Federal Agency conflict is not resolved within the time necessary for a decision by
the NCDCM, the NCDCM may proceed, independently, to conclude the state action without
inclusion of the federal position. In such case, the applicant and the NCDCM will be notified
immediately, in writing, that the state permit does not satisfy the federal permit requirements and
that the proposal in question may not proceed without federal authorization.
k. If the coordinated federal position is not in conflict with state agencies' positions, law,
regulation, or policy, and is acceptable to the NCDCM, a state permit will be developed by the
NCDCM fully incorporating the state and federal positions. The NCDCM will furnish copies of
the final permit to the applicant and the Corps. The NCDWR will furnish a copy of the Section
401 Water Quality Certification, if required, to the applicant and the Corps. The Corps will not
confirm the authorization of a proposed project under this RGP until the issuance of the NCDCM
permit and, if required, the Section 401 Water Quality Certification.
1. If the NCDCM permit or Section 401 Water Quality Certification is denied, the
applicant will be informed that federal authorization is denied without prejudice.
in. No work may proceed under this RGP until the Wilmington District Engineer or his
representative provides written verification that the procedures and conditions of the RGP have
been satisfied.
n. The NCDCM and the Corps will monitor all permitted work and periodically inspect
projects for compliance with permit conditions and applicable state and federal regulations. If
any violation of the NCDCM permit is discovered which would also constitute a violation of the
federal position, both the NCDCM and the Corps, in accordance with their respective regulations
and policies, may take enforcement action.
o. This RGP will not be used to authorize an activity when the Wilmington District
Engineer determines that the proposed activity would significantly affect the quality of the
human environment and therefore require preparation of an Environmental Impact Statement
(EIS).
General Conditions
a. Authorized structures located on or adjacent to Federally authorized waterways will be
constructed in accordance with the latest setback criteria established by the Wilmington District
Engineer. You may review the setback policy at

http://www.saw.usace.army.mil/Missions/Navigation/Setbacks.aspx. This RGP does not
authorize the construction of hardened or permanently fixed structures within the Federally
Authorized Channel Setback, unless the activity is approved by the Corps. The Permittee must
obtain approval from the Corps prior to the construction of any structures within the Federally
Authorized Channel Setback.
b. Except as authorized by this RGP or any Corps approved modification to this RGP, 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. This permit does not
authorize temporary placement or double handling of excavated or fill material within waters or
wetlands outside the permitted area. This prohibition applies to all borrow and fill activities
connected with this project.
c. Authorization under this RGP does not obviate the need to obtain other federal, state,
or local authorizations.
d. All work authorized by this RGP must comply with the terms and conditions of the
applicable Clean Water Act Section 401 Water Quality Certification for this RGP issued by the
North Carolina Division of Water Resources.
e. The Permittee shall employ all sedimentation and erosion control measures necessary
to prevent an increase in sedimentation or turbidity within waters and wetlands outside the
permit area. 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 must
remain in full compliance with all aspects of the Sedimentation Pollution Control Act of 1973
(North Carolina General Statutes Chapter 113A Article 4).
f. The activities authorized by this RGP must not interfere with the public's right to free
navigation on all navigable waters of the U.S. No attempt will be made by the Permittee to
prevent the full and free use by the public of all navigable waters at or adjacent to the authorized
work for a reason other than safety.
g. The Permittee understands and agrees that, if future operations by the United States
require the removal, relocation, or other alteration, of the structure or work herein authorized, or if,
in the opinion of the Secretary of the Army or his/her authorized representative, said structure or
work shall cause unreasonable obstruction to the free navigation of the navigable waters, the
Permittee will be required, upon due notice from the Corps , to remove, relocate, or alter the
structural work or obstructions caused thereby, without expense to the United States. No claim
shall be made against the United States on account of any such removal or alteration.
h. The Permittee, upon receipt of a notice of revocation of the permit for the verified
individual activity, may apply for an individual permit, or will, without expense to the United
States and in such time and manner as the Secretary of the Army or his/her authorized
representative may direct, restore the affected water of the US to its former conditions.

i. This RGP does not authorize any activity that would conflict with a federal project's
congressionally authorized purposes, established limitations or restrictions, or limit an agency's
ability to conduct necessary operation and maintenance functions. Per Section 14 of the Rivers
and Harbors Act of 1899, as amended (33 U.S.C. 408), no project that has the potential to take
possession of or make use of for any purpose, or build upon, alter, deface, destroy, move, injure,
or obstruct a federally constructed work or project, including, but not limited to, levees, dams,
jetties, navigation channels, borrow areas, dredged material disposal sites, flood control projects,
etc., shall be permitted unless the project has been reviewed and approved by the appropriate
Corps approval authority.
The Permittee shall obtain a Consent to Cross Government Easement from the
Wilmington District's Land Use Coordinator prior to any crossing of the Corps easement and/or
prior to commencing construction of any structures, authorized dredging, or other work within
the right-of-way of, or in proximity to, a federally designated disposal area. The Land Use
Coordinator may be contacted at: CESAW-OP-N, 69 Darlington Avenue, Wilmington, North
Carolina 28403-1343, email: SAWWeb-NAV a,usace.army. mil.
k. The Permittee will allow the Wilmington District Engineer or his/her representative to
inspect the authorized activity at any time deemed necessary to assure that the activity is being
performed or maintained in strict accordance with the Special and General Conditions of this
permit.
1. This RGP does not grant any property rights or exclusive privileges.
in. This RGP does not authorize any injury to the property or rights of others.
n. This RGP does not authorize the interference with any existing or proposed federal
project.
o. In issuing this RGP, the Federal Government does not assume any liability for the
following:
(1) Damages to the permitted project or uses thereof as a result of other permitted or
unpermitted activities or from natural causes.
(2) 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.
(3) Damages to persons, property, or to other permitted or unpermitted activities or
structures caused by the activity authorized by this RGP.
(4) Design or construction deficiencies associated with the permitted work.
(5) Damage claims associated with any future modification, suspension, or
revocation of this RGP.

p. Authorization provided by this RGP may be modified, suspended, or revoked in whole
or in part if the Wilmington District Engineer, acting for the Secretary of the Army, determines
that such action would be in the best public interest. The term of this RGP shall be five (5) years
unless subject to modification, suspension, or revocation. Any modification, suspension or
revocation of this authorization will not be the basis for any claim for damages against the
United States Government.
q. No activity may occur in a component of the National Wild and Scenic Rivers System,
or in a river officially designated by Congress as a "study river" for possible inclusion in the
system while the river is in an official study status, unless the appropriate Federal agency with
direct management responsibility for such river, has determined in writing that the proposed
activity will not adversely affect the Wild and Scenic designation or study status. Information on
Wild and Scenic Rivers may be obtained from the appropriate Federal land management agency
responsible for the designated Wild and Scenic River or "study river" (e.g., National Park
Service, U.S. Forest Service, etc.)
r. This RGP does not authorize any activity within, or directly affecting, a marine
sanctuary established by the Secretary of Commerce under authority of Section 302 of the
Marine Protection, Research and Sanctuaries Act of 1972, unless the applicant provides the
Corps with a certification from the Secretary of Commerce that the proposed activity is
consistent with the purposes of Title III of the Marine Protection, Research and Sanctuaries Act.
Information on marine sanctuaries may be obtained at http://sanctuaries.noaa.gov/#MN.
Permittees may not begin work until they provide the Corps with a written certification from the
Department of Commerce.
s. In cases where the Wilmington District Engineer determines that the activity may
affect properties listed, or eligible for listing, in the National Register of Historic Places and its
codified regulations, the National Historic Preservation Amendment Acts of 1980 and 1992, the
Abandoned Shipwreck Act of 1987 and the Native American Graves Protection and Repatriation
Act, the activity is not authorized, until the requirements of Section 106 of the National Historic
Preservation Act (NHPA) have been satisfied. Permittees may not begin work until notified by
the Corps that the requirements of the NHPA have been satisfied and that the activity is
authorized.
t. If you discover any previously unknown historic, cultural, or archeological remains
and artifacts while accomplishing the activity authorized by this RGP, you must immediately
notify the Wilmington 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 Wilmington 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.
u. Endangered Species.
(1) No activity is authorized under this RGP which is likely to jeopardize the continued existence
of a threatened or endangered species directly or indirectly or a species proposed for such

designation, as identified under the Federal Endangered Species Act (ESA), or which will
directly or indirectly destroy or adversely modify the critical habitat of such species. No activity
is authorized under this RGP which "may affect" a listed species or critical habitat, unless
Section 7 consultation addressing the effects of the proposed activity has been completed.
(2) Federal agencies should follow their own procedures for complying with the requirements of
the ESA. Federal prospective Permittees (and when FHWA is the lead federal agency) must
provide the District Engineer with the appropriate documentation to demonstrate compliance
with those requirements. The District Engineer will review the documentation and determine
whether it is sufficient to address ESA compliance for the RGP activity, or whether additional
ESA consultation is necessary.
(3) As a result of formal or informal consultation with the U.S. Fish and Wildlife Service
(USFWS) or NMFS, the District Engineer may add species -specific endangered species
conditions to the RGP verification letter for a project.
(4) Authorization of an activity by a RGP does not authorize the "take" of a threatened or
endangered species as defined under the ESA. In the absence of separate authorization (e.g., an
ESA Section 10 Permit, a Biological Opinion with "incidental take" provisions, etc.) from the
USFWS or the NMFS, the ESA prohibits any person subject to the jurisdiction of the U.S. to
take a listed species, where "take" means to harass, harm, pursue, hunt, shoot, wound, kill, trap,
capture, or collect, or to attempt to engage in any such conduct. The word "harm" in the
definition of "take" means an act which actually kills or injures wildlife. Such an act may include
significant habitat modification or degradation where it actually kills or injures wildlife by
significantly impairing essential behavioral patterns, including breeding, feeding, or sheltering.
(5) Information on the location of threatened and endangered species and their critical habitat can
be obtained directly from the USFWS in Raleigh, North Carolina at the address provided below,
or from the USFWS and NMFS via their world wide web pages at http://www.fws.gov/
or http://www.fws.gov/ipac and http://www.noaa.gov/fisheries.html respectively.
The Raleigh USFWS Office covers all NC counties east of, and including, Richmond,
Montgomery, Randolph, Guilford, and Rockingham Counties.
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
(6) The Wilmington District, USFWS, NCDOT, and the FHWA have conducted programmatic
Section 7(a)(2) consultation for a number of federally listed species and habitat, and
programmatic consultation concerning other federally listed species and/or habitat may occur in
the future. The result of completed programmatic consultation is a Programmatic Biological
Opinion (PBO) issued by the USFWS. These PBOs contain mandatory terms and conditions to
implement the reasonable and prudent measures that are associated with "incidental take" of

whichever species or critical habitat is covered by a specific PBO. Authorization under this RGP
is conditional upon the Permittee's compliance with all the mandatory terms and conditions
associated with incidental take of the applicable PBO (or PBOs), which are incorporated by
reference in this RGP. Failure to comply with the terms and conditions associated with incidental
take of an applicable PBO, where a take of the federally listed species occurs, would constitute
an unauthorized take by the Permittee, and would also constitute Permittee non-compliance with
the authorization under this RGP. If the terms and conditions of a specific PBO (or PBOs) apply
to a project, the Corps will include this/these requirements in any RGP verification that may be
issued for a project. The USFWS is the appropriate authority to determine compliance with the
terms and conditions of its PBO, and with the ESA.
(7) Northern long-eared bat (NLEB) (Myotis septentrionalis). Standard Local Operating
Procedures for Endangered Species (SLOPES) for the NLEB have been approved by the Corps
and the U.S. Fish and Wildlife Service. See
http://www.saw.usace.army.mil/Missions/Re ulatory-Permit-Pro ram/A ency-
COOrdlnatlori/ESA/. This SLOPES details how the Corps will make determinations of effect to
the NLEB when the Corps is the lead federal agency for an NCDOT project that is located in the
western 41 counties of North Carolina. This SLOPES do not address NCDOT projects (either
federal or state funded) in the eastern 59 counties in North Carolina. Note that if another federal
agency is the lead federal agency for a project in the western 41 counties, procedures for
satisfying the requirements of Section 7(a)(2) of the ESA will be dictated by that agency and will
not be applicable for consideration under the SLOPES; however, information that demonstrates
the lead federal agency's (if other than the Corps) compliance with Section 7(a)(2) / 4(d) Rule
for the NLEB, will be required in the PCN. Note that at the time of issuance of this RGP, the
federal listing status of the NLEB as "Threatened" is being litigated at the National level. If, as a
result of litigation, the NLEB is federally listed as "Endangered", this general condition ("s")
will no longer be applicable because the 4(d) Rule, and this NLEB SLOPES, will no longer
apply/be valid.
(8) In order to further protect the endangered West Indian Manatee, Trichechus manatus, the
applicant must implement the U.S. Fish and Wildlife Service's Manatee Guidelines, and strictly
adhere to all requirements therein. The guidelines can be found at
https://www.fws.gov/raleigh/pdfs/ManateeGuidelines20l7.pdf
(9) If the Permittee discovers or observes any live, damaged, injured, or dead individual of an
endangered or threatened species during construction, the Permittee shall immediately notify the
Wilmington District Engineer so that required coordination can be initiated with the U.S. Fish
and Wildlife Service and/or National Marine Fisheries Service.
v. Permittees are advised that development activities in or near a floodway may be
subject to the National Flood Insurance Program that prohibits any development, including fill,
within a floodway that results in any increase in base flood elevations. This RGP does not
authorize any activity prohibited by the National Flood Insurance Program.
w. The Permittee must install and maintain, at his/her expense, any signal lights and
signals prescribed by the U.S. Coast Guard, through regulations or otherwise, on authorized

facilities. For further information, the Permittee should contact Coast Guard Sector North
Carolina at [phone] or email Coast Guard Fifth District at cgd5waterwaysQuscg_mil.
x. If the display of lights and signals on the authorized structure is not otherwise
provided for by law, such lights and signals as may be prescribed by the U.S. Coast Guard will
be installed and maintained by and at the expense of the Permittee.
y. It is possible that an authorized structure may be damaged by wave wash from
passing vessels. The issuance of this RGP does not relieve the Permittee from taking all proper
steps to ensure the integrity of the permitted structure and the safety of moored boats. The
Permittee will not hold the United States liable for any such damage.
z. Structures and their attendant utilities, authorized by this RGP, located on lands subject
to an easement in favor of the United States for the operation, maintenance, improvement, and
enlargement of the Atlantic Intracoastal Waterway (AIWW), will be removed at the expense of
the Permittee, in the event that, in the judgment of the Corps acting on behalf of the United
States, the lands are needed at any time for any purpose within the scope of the easement.
Permanent buildings will not be constructed within the easement.
aa. The Permittee must maintain any structure or work authorized by this RGP in good
condition and in conformance with the terms and conditions of this RGP. The Permittee is not
relieved of this requirement if the Permittee abandons the structure or work. Transfer in fee
simple of the work authorized by this RGP will automatically transfer this RGP to the property's
new owner, with all of the rights and responsibilities enumerated herein. The Permittee must
inform any subsequent owner of all activities undertaken under the authority of this RGP and
provide the subsequent owner with a copy of the terms and conditions of this RGP.
bb. At his/her sole discretion, any time during the processing cycle, the Wilmington
District Engineer may determine that this RGP will not be applicable to a specific proposal. In
such case, the procedures for processing an individual permit in accordance with 33 CFR 325
will be available.
cc. Except as authorized by this RGP or any Corps approved modification to this RGP,
all fill material placed in waters or wetlands shall be generated from an upland source and will be
clean and free of any pollutants except in trace quantities.
dd Except as authorized by this RGP or any Corps approved modification to this RGP,
all excavated material will be disposed of in approved upland disposal areas.
ee. Activities which have commenced (i.e., are under construction) or are under contract
to commence in reliance upon this RGP will remain authorized provided the activity is
completed within twelve months of the date of the RGP's expiration, modification, or revocation.
Activities completed under the authorization of this RGP that were in effect at the time the
activity was completed continue to be authorized by the RGP.

BY AUTHORITY OF THE SECRETARY OF THE ARMY:
e. ami A. Be ` ett
Colonel, U.S. Army
District Commander

" United States Department of the Interior
FISH AND WILDLIFE SERVICE
Raleigh Field Office
Post Office Box 33726
4 s. % Raleigh, North Carolina 27636-3726
GUIDELINES FOR AVOIDING IMPACTS TO THE WEST INDIAN MANATEE
Precautionary Measures for Construction Activities in North Carolina Waters
The West Indian manatee (Trichechus manatus), also known as the Florida manatee, is
a Federally -listed endangered aquatic mammal protected under the Endangered Species
Act of 1973, as amended (16 U.S.C. 1531 et seq.) and the Marine Mammal Protection Act
of 1972, as amended (16 U.S.0 1461 et seq.). The manatee is also listed as endangered
under the North Carolina Endangered Species Act of 1987 (Article 25 of Chapter 113 of
the General Statutes). The U.S. Fish and Wildlife Service (Service) is the lead Federal
agency responsible for the protection and recovery of the West Indian manatee under the
provisions of the Endangered Species Act.
Adult manatees average 10 feet long and weigh about 2,200 pounds, although some
individuals have been recorded at lengths greater than 13 feet and weighing as much as
3,500 pounds. Manatees are commonly found in fresh, brackish, or marine water habitats,
including shallow coastal bays, lagoons, estuaries, and inland rivers of varying salinity
extremes. Manatees spend much of their time underwater or partly submerged, making
them difficult to detect even in shallow water. While the manatee's principal stronghold in
the United States is Florida, the species is considered a seasonal inhabitant of North
Carolina with most occurrences reported from June through October.
To protect manatees in North Carolina, the Service's Raleigh Field Office has prepared
precautionary measures for general construction activities in waters used by the species.
Implementation of these measure will allow in -water projects which do not require blasting
to proceed without adverse impacts to manatees. In addition, inclusion of these guidelines
as conservation measures in a Biological Assessment or Biological Evaluation, or as part
of the determination of impacts on the manatee in an environmental document prepared
pursuant to the National Environmental Policy Act, will expedite the Service's review of the
document for the fulfillment of requirements under Section 7 of the Endangered Species
Act. These measures include:
1. The project manager and/or contractor will inform all personnel associated with the
project that manatees may be present in the project area, and the need to avoid any harm
to these endangered mammals. The project manager will ensure that all construction
personnel know the general appearance of the species and their habit of moving aboul
completely or partially submerged in shallow water. All construction personnel will be
informed that they are responsible for observing water -related activities for the presence
of manatees.
2. The project manager and/or the contractor will advise all construction personnel that

there are civil and criminal penalties for harming, harassing, or killing manatees which are
protected under the Marine Mammal Protection Act and the Endangered Species Act.
3. If a manatee is seen within 100 yards of the active construction and/or dredging
operation or vessel movement, all appropriate precautions will be implemented to ensure
protection of the manatee. These precautions will include the immediate shutdown of
moving equipment if a manatee comes within 50 feet of the operational area of the
equipment. Activities will not resume until the manatee has departed the project area on
its own volition (i.e., it may not be herded or harassed from the area).
4. Any collision with and/or injury to a manatee will be reported immediately. The report
must be made to the U.S. Fish and Wildlife Service (ph. 919.856.4520 ext. 16), the
National Marine Fisheries Service (ph. 252.728.8762), and the North Carolina Wildlife
Resources Commission (ph. 252.448.1546).
5. A sign will be posted in all vessels associated with the project where it is clearly visible
to the vessel operator. The sign should state:
CAUTION: The endangered manatee may occur in these waters during the warmer
months, primarily from June through October. Idle speed is required if operating
this vessel in shallow water during these months. All equipment must be shut down
if a manatee comes within 50 feet of the vessel or operating equipment. A collision
with and/or injury to the manatee must be reported immediately to the U.S. Fish and
Wildlife Service (919-856-4520 ext. 16), the National Marine Fisheries Service
(252.728.8762), and the North Carolina Wildlife Resources Commission
(252.448.1546).
6. The contractor will maintain a log detailing sightings, collisions, and/or injuries to
manatees during project activities. Upon completion of the action, the project manager will
prepare a report which summarizes all information on manatees encountered and submit
the report to the Service's Raleigh Field Office.
7. All vessels associated with the construction project will operate at "no wake/idle" speeds
at all times while in water where the draft of the vessel provides less than a four foot
clearance from the bottom. All vessels will follow routes of deep water whenever possible.
8. If siltation barriers must be placed in shallow water, these barriers will be: (a) made of
material in which manatees cannot become entangled; (b) secured in a manner that they
cannot break free and entangle manatees; and, (c) regularly monitored to ensure that
manatees have not become entangled. Barriers will be placed in a manner to allow
manatees entry to or exit from essential habitat.
Prepared by (rev. 06/2003):
U.S. Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, North Carolina 27636-3726
919/856-4520

Figure 1. The whole body of the West Indian manatee may be visible in clear water; but
in the dark and muddy waters of coastal North Carolina, one normally sees only a small
part of the head when the manatee raises its nose to breathe.
9TO
Illustration used with the permission of the North Carolina State Museum of Natural Sciences.
Source: Clark, M. K. 1987. Endangered, Threatened, and Rare Fauna of North Carolina: Part I.
A re-evaluation of the mammals. Occasional Papers of the North Carolina Biological Survey 1987-
3. North Carolina State Museum of Natural Sciences. Raleigh, NC. pp. 52.

Permit Class
MODIFICATION/MINOR
Permit Number
131-06
STATE OF NORTH CAROLINA
Department of Environmental Quality
and
Coastal Resources Commission
rit
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS I I3A-118
X Excavation and/or filling pursuant to NCGS 113-229
Issued to Sensation Weigh Properties LLC.,1501 Sensation Weigh, Beaufort, NC 28516
Authorizing development in Carteret County at adj. to the AIWW & Core Creek, at 1501 Sensation
Weigh, in Beaufort, as requested in the permittee's letter dated 12/20/22 & email dtd 3/14/23, incl att workplan
drawings (8), Sheets 50.0, 0.1, 0.2, 1.0, 1.1, 1.2 and 1.3 all dtd 11/22/22 and Sheet C1 dtd "Rev 11/7/22".
This permit, issued on April 18, 2023 , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subject to fines, imprisonment or civil action; or may cause the permit to be null and void.
Excavation Relocation
1) No excavation shall take place outside of the area indicated on the workplan drawings.
2) Excavation shall not exceed -7 feet below the normal low water level. In no case shall the depth of
excavation exceed the depth of connecting waters.
3) The temporary placement or double handling of excavated or fill materials within waters or vegetated
wetlands is not authorized.
4) No excavated or fill material shall be placed at any time in any vegetated wetlands/marsh or
surrounding waters outside of the alignment of the fill area indicated on the workplan drawing(s).
(See attached sheet for additional conditions)
This permit action may be appealed by the permittee or other
qualified persons within twenty (20) days of the issuing date.
This permit must be accessible on -site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work must cease when the permit expires on
December 31, 2024
In issuing this permit, the State of North Carolina agrees that
your project is consistent with the North Carolina Coastal
Management Program.
Signed by the authority of the Secretary of DEQ and the Chair
of the Coastal Resources Commission.
4. � 1//d W�
Braxton C. Davis, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

Sensation Weigh Properties LLC.
ADDITIONAL CONDITIONS
Permit No. 131-06
Page 2 of 3
5) All mechanized equipment will be regularly inspected and maintained to prevent contamination of
waters and wetlands from fuels, lubricants, hydraulic fluids, or other toxic materials. In the event of a
spill of petroleum products or any other hazardous waste, the permittee shall immediately report it to the
National Response Center at [phone] and provisions of the North Carolina Oil Pollution and
Hazardous Substances Control Act will be followed.
Dredge Material Disposal
6) No dredge material shall be placed within 30 feet of the normal high-water line.
7) All excavated materials shall be confined above normal high water and landward of regularly or
irregularly flooded marsh behind adequate dikes or other retaining structures to prevent spillover of
solids into any marsh or surrounding waters. The barriers shall be maintained and functional until the
site is graded and stabilized.
8) The dredge material disposal area shall be inspected and approved by a representative of the Division of
Coastal Management prior to the commencement of any dredging activities.
Maintenance Clause
9) The Division of Coastal Management shall be notified in writing at least two (2) weeks in advance of
any maintenance excavation work authorized by this permit, and such notification shall include:
A. The number of the original permit.
B. A statement that no dimensional changes are proposed.
C. A copy of the original permit plans with cross -hatching indicating the area to be maintained, the
area to be used for dredge material disposal, and the estimated amount of material to be removed.
The location, design and holding capacity of the dredge material disposal site shall be approved
by a representative of the Division prior to the initiation of any maintenance dredging activities.
D. The date of map revision and the permittee's signature shown anew on the original plan.
Travel Lift and Docking Facility Relocation
10) This permit authorizes only the relocation of the previously authorized travel lift and docking facility,
and uses located in or over the water that are expressly and specifically set forth in the permit
application. No other structure, whether floating or stationary, shall become a permanent part of this
travel lift and docking facility without permit modification. No non -water dependent uses of structures
shall be conducted on, in or over Public Trust waters without permit modification.
11) This permit authorizes a reduction from the previously authorized ten (10) formalized boat slips to a
maximum of four (4) formalized boat slips at this docking facility.
USACE Conditions
12) In order to further protect the endangered West Indian Manatee, Trichechus manatus, the applicant must
implement the U.S. Fish & Wildlife Service's Guidelines, and strictly adhere to all requirements therein.
The guidelines can be found at https://www.fws.gov/raleigh/pdfs/ManateeGuidelines20l7.pdf.

Sensation Weigh Properties LLC.
ADDITIONAL CONDITIONS
Upland Development
Permit No. 131-06
Page 3 of 3
13) Unless specifically altered herein, this permit authorizes the grading and other land disturbing activities
associated with the development of the above referenced property, including the building size increase,
relocation of the travel lift access and apron, and other associated infrastructure, all as expressly and
specifically set forth in the attached permit application and workplan drawings.
Sedimentation and Erosion Control
NOTE: An Erosion and Sedimentation Control Plan may be required for this project if upland
disturbance is greater than 1 acre. If required, the plan must be filed at least thirty (30) days
prior to the beginning of any land disturbing activity. Contact the Division of Energy, Mineral
and Land Resources, Land Quality Section, 127 Cardinal Drive Extension, Wilmington, NC
28405 for this determination.
Stormwater Management
NOTE: The Division Energy, Mineral and Land Resources (DEMLR) approval of this project under
stormwater management rules of the Environmental Management Commission is covered by
way of Stormwater Permit No. SW190814, issued 2/20/23.
General
14) All debris associated with the removal or construction of the permitted development shall be contained
within the authorized project area and removed to an appropriate upland location.
15) The permittee and/or his or her contractor shall meet with a representative of the Division prior to
project initiation.
16) This Minor Modification shall be attached to the original Permit No. 131-06, which was transferred to
the permittee on 3/4/20, as well as all subsequent modifications, refinements, and renewals, and copies
of all documents must be readily available on site when Division personnel inspect the project for
compliance.
17) All conditions and stipulations of the active permit remain in force unless specifically altered herein.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.
NOTE: The U.S. Army Corps of Engineers assigned the project Action ID SAW-2006-32427.
NOTE: The Division of Water Resources assigned the proposed project DWR Project No. 2006-0895.
NOTE: A minor modification application processing fee of $100 was received by DCM for this project.

DocuSign Envelope ID: 7AB8F9AE-0944-472F-9939-465216A3F5A9
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
WATER QUALITY GENERAL CERTIFICATION NO. 4501
GENERAL CERTIFICATION FOR PROJECTS ELIGIBLE FOR US ARMY CORPS OF ENGINEERS
PROGRAMMATIC GENERAL PERMIT NUMBER 198000291 (NC COASTAL AREA MANAGEMENT
ACT)
Water Quality General Certification Number 4501 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 the US Army Corps of Engineers
Wilmington District's Programmatic General Permit 198000291.
The State of North Carolina certifies that the specified category of activity will comply with
water quality requirements and 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: January 3, 2022
Signed this day: October 28, 2021
DocuSigned by:
9 Pa yof
8FB19B649DD2478_
for
S. Daniel Smith
Director

DocuSign Envelope ID: 7AB8F9AE-0944-472F-9939-465216A3F5A9
GC4501
GENERAL CERTIFICATION COVERAGE:
Activities that are eligible for US Army Corps of Engineers Wilmington District's Programmatic
General Permit 198000291 qualify for coverage under this General Certification unless they
meet one of the thresholds listed below. Activities meeting any one (1) of the thresholds or
circumstances listed below are not eligible for coverage under this General Certification and
require an Individual401 Water Quality Certification from the Division of Water Resources
(DWR):
a) If any of the conditions of this General Certification cannot be met; or
b) Activities authorized by CAMA Major Development Permits, except:
i. Boat Ramps and associated access (i.e. roads and parking lots) that involve the
excavation or filling of less than 500 square feet total of wetland and open water
area, with the exception that the excavation or filling of coastal wetlands (as
defined in 15A NCAC 07H .0205) shall not exceed 100 square feet;
i. Shoreline protection measures (excluding living shorelines/marsh sills) that (1) tie
into existing bulkheads, land, or other shoreline protection measures or (2) do not
extend waterward of the normal high water or normal water line more than 10
feet, provided the activity will not involve the excavation or filling of any
Submerged Aquatic Vegetation (SAV) or significant shellfish resources (as
identified by the Division of Marine Fisheries) and impacts less than 500 square
feet total of wetland, with the exception that the excavation or filling of coastal
wetlands (as defined in 15A NCAC 07H .0205) shall not exceed 100 square feet;
iii. Living shorelines/marsh sills where (1) the landward edge of the sill does not
extend waterward of the normal high water or normal water line more than 30
feet or five feet waterward of the existing wetlands whichever distance is greater,
(2) the activity will not involve the excavation or fill of any Submerged Aquatic
Vegetation (SAV) or significant shellfish resources (as identified by the Division of
Marine Fisheries), and (3) does not result in any fill landward of the toe of the sill
alignment, provided the Division of Coastal Management representative submits a
copy of the written authorization for the General Permit to the Division upon
issuance; or
iv. Piers and docks designed to accommodate up to but not exceeding 10 vessels
(except where prohibited in Outstanding Resource Waters (ORW) as defined in
15A NCAC 02B. 0225(7) & (8)) and where the water depth is equal to or greater
than two feet of water at normal low water level or normal water level (whichever
is applicable);
V. Maintenance dredging of less than 0.5 acres of open water or non -vegetated
wetlands, provided that the applicant can provide documentation showing the
historic dimensions of the dredged channel, and no SAV or shellfish beds are
excavated or filled;
vi. Projects that involve only shading of waters or wetlands that do not meet the
criteria listed in item (iv) above;
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vii. Utility lines, except wastewater lines and potable water discharge lines which are
subject to an NPDES Permit, as long as all impacts are temporary;
viii. Upland development which involves no more than 1/10 of an acre of excavation or
filling of non -coastal wetlands, with the exception that no more than 2,000 square
feet of the non -coastal excavation or filling may take place within a Coastal
Shoreline Area of Environmental Concern (AEC). For the purposes of this area
calculation, the excavation or filling impacts of the entire project shall be
considered, which may include boat ramps, bulkheads or other shoreline
stabilization measures; and
ix. Single family home construction that results in fill of wetlands; or
c) Any stream relocation or stream restoration; or
d) Any high -density project, as defined in 15A NCAC 02H .1003(3) and by the density
thresholds specified in 15A NCAC 02H .1017, which:
i. Disturbs one acre or more of land (including a project that disturbs less than one
acre of land that is part of a larger common plan of development or sale); and
ii. Has permanent wetland, stream or open water impacts; and
iii. Is proposing new built -upon area; and
iv. Does not have a stormwater management plan reviewed and approved under a
state stormwater program' or a state -approved local government stormwater
program2.
Projects that have vested rights, exemptions, or other legacy rights or exemptions from
state or locally -implemented stormwater programs and projects that satisfy state or
locally -implemented stormwater programs through use of community in -lieu fee
programs require an Individual 401 Certification; or
e) Any impacts to SAV or significant shellfish resources as identified by the (DMF); or
f) Any permanent impacts to Unique Wetlands (UWL) [15A NCAC 02B .0231]; or
g) 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 in Chapter 2B of Title
15A in the North Carolina Administrative Code in effect at the time of application)
unless:
i. The activities are listed as "EXEMPT" or "DEEMED ALLOWABLE" from these rules;
or
ii. A Buffer Authorization Certificate is issued by the NC Division of Coastal
Management (DCM); or
iii. A Buffer Authorization Certificate, Certificate with Exception, or Minor Variance
is issued by a delegated or designated local government implementing a state
riparian buffer program pursuant to 143-214.23.
1 e.g. Coastal Counties, HQW, oRW, or state -implemented Phase II NPDES
z e.g. Delegated Phase II NPDES, Water Supply Watershed, Nutrient -Sensitive Waters, or Universal Stormwater
Management Program
Page 3 of 15

DocuSign Envelope ID: 7AB8F9AE-0944-472F-9939-465216A3F5A9
GC4501
In accordance with 15A NCAC 02H .0503(f), the Director of the North Carolina Division of Water
Resources may require submission of a formal application for Individual Certification for any
project if it is deemed in the public's best interest 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 will degrade the waters so that existing uses of
the waters or downstream waters are precluded.
This General Certification does not relieve the permittee 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.
This General Certification neither grants nor affirms any property right, license, or privilege in
any waters, or any right of use in any waters. This General Certification does not authorize any
person to interfere with the riparian rights, littoral rights, or water use rights of any other
person and does not create any prescriptive right or any right of priority regarding any usage of
water. This General 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 General 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.
Upon the presentation of proper credentials, DWR may inspect the property.
This General Certification shall expire on the same day as the expiration date of the
corresponding Nationwide 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 General Certification. This General Certification is rescinded when
the US Army Corps of Engineers reauthorizes the corresponding Nationwide Permit or when
deemed appropriate by the Director of the Division of Water Resources.
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.
I. ACTIVITY SPECIFIC CONDITIONS:
1. The effluent water from the dredge spoil shall not be released into open shellfish waters
unless Shellfish Sanitation and the DWR Washington (252-946-6481) or Wilmington (910-796-
7215) Regional Office, as applicable, are notified and provide approval prior to the release.
Citation: 15A NCAC 02B .0221
Justification: Surface water quality standards require that conditions of waters be suitable for
all best uses provided for in state rule (including, at minimum: aquatic life propagation,
survival, and maintenance of biological integrity, wildlife, primary contact recreation,
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agriculture, and shellfishing for market purposes); and that activities must not cause water
pollution that precludes any best use on a short-term or long-term basis.
2. If this Water Quality Certification is used to access residential, commercial or industrial
building sites, then all parcels owned by the permittee that are part of the single and
complete project authorized by this Certification must be buildable without additional
impacts to streams or wetlands.
Citation: 15A NCAC 02H .0502(a);15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c)
Justification: A project that affects waters shall not be permitted unless the existing uses, and
the water quality to protect such uses, are protected. In determining that the proposed
activity will comply with state water quality standards (including designated uses, numeric
criteria, narrative criteria and the state's antidegradation policy), the Division must evaluate if
the activity has avoided and minimized impacts to waters, would cause or contribute to a
violation of standards or would result in secondary or cumulative impacts.
3. For road construction purposes, this Certification shall only be utilized from natural high
ground to natural high ground.
Citation: 15A NCAC 02H .0502(a);15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c)
Justification: A project that affects waters shall not be permitted unless the existing uses, and
the water quality to protect such uses, are protected. In determining that the proposed
activity will comply with state water quality standards (including designated uses, numeric
criteria, narrative criteria and the state's antidegradation policy), the Division must evaluate if
the activity has avoided and minimized impacts to waters, would cause or contribute to a
violation of standards or would result in secondary or cumulative impacts.
4. Deed notifications or similar mechanisms shall be placed on all lots/parcels with retained
jurisdictional wetlands, waters, and state regulated riparian buffers within the project
boundaries in order to assure compliance with NC Water Quality Certification Rules (15A
NCAC 02H .0500), NC Isolated Wetland Rules (15A NCAC 02H .1300), Non -Jurisdictional
Wetland Rules (15A NCAC 02H .1400), and/or State Regulated Riparian Buffer Rules in
Chapter 2B of Title 15A in the North Carolina Administrative Code. These mechanisms shall
be put in place at the time of recording of the property or individual parcels, whichever is
appropriate.
Citation: 15A NCAC 02H .0502(a); 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c)
Justification: A project that affects waters shall not be permitted unless the existing uses,
and the water quality to protect such uses, are protected. In determining that the proposed
activity will comply with state water quality standards (including designated uses, numeric
criteria, narrative criteria and the state"s antidegradation policy), the Division must evaluate
if the activity has avoided and minimized impacts to waters, would cause or contribute to a
violation of standards or would result in secondary or cumulative impacts.
5. For living shorelines, the sills shall have at least one five-foot opening every 100 feet and may
be staggered or overlapped or left open as long as the five-foot separation between sections
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is maintained. Overlapping sections shall not overlap more than 10 feet.
Citation: 15A NCAC 02H .0506(b)(1) and (3); 15A NCAC 02H .0507(c)
Justification: Surface water quality standards require that conditions of waters be suitable
for all best uses (including aquatic life propagation, survival, and maintenance of biological
integrity) provided for in state rule and that activities must not cause water pollution that
precludes any best use on a short-term or long-term basis.
6. For living shorelines, the permittee shall employ all sedimentation and erosion control
measures necessary to prevent an increase in sedimentation and turbidity within waters and
wetlands outside the permitted area. This shall include, but is not limited to, the immediate
installation of silt fencing, turbidity curtains or similar appropriate devices around all areas
subject to soil disturbance. Additionally, the project must remain in full compliance with all
aspects of the Sedimentation Pollution Control Act and the Mining Act of 1971.
Citation: 15A NCAC 02H .0506(b)(1) and (3); 15A NCAC 02H .0507(c); 15A NCAC 02B .0200
Justification: Surface water quality standards require that conditions of waters be suitable
for all best uses (including aquatic life propagation, survival, and maintenance of biological
integrity) provided for in state rule and that activities must not cause water pollution that
precludes any best use on a short-term or long-term basis.
II. GENERAL CONDITIONS:
1. The permittee shall report to the appropriate DWR Regional Office any noncompliance with,
and/or any violation of, stream or wetland standards [15A NCAC 02B .0200], including but not
limited to sediment impacts to streams or wetlands. 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 non-compliance circumstances.
Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c)
Justification: Timely reporting of non-compliance is important in identifying and minimizing
detrimental impacts to water quality and avoiding impacts due to water pollution that
precludes any best use on a short-term or long-term basis.
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); or beyond the thresholds
established for use of this General Certification and Programmatic General Permit.
Citation: 15A NCAC 02H .0506, 15A NCAC 02H .0507(c)
Justification: Surface water quality standards require that conditions of waters be suitable
for all best uses provided for in state rule (including, at minimum: aquatic life propagation,
survival, and maintenance of biological integrity; wildlife; secondary contact recreation;
agriculture); and that activities must not cause water pollution that precludes any best use
on a short-term or long-term basis.
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3. All activities shall be in compliance with any applicable State Regulated Riparian Buffer
Rules in Chapter 2B of Title 15A in the North Carolina Administrative Code.
Citation: 15A NCAC 02H .0506(b), 15A NCAC 02H .0507(c)
Justification: The referenced Riparian Buffer rules were adopted to address water quality
impairments and further protect existing uses.
4. 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.
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 North Caroline Department of Transportation 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.
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 04B .0124, Design Standards in Sensitive Watersheds.
Citation: 15A NCAC 02H .0506(b)(2); 15A NCAC 02H .0507(c); 15A NCAC 02B .0200; 15A
NCAC 02B .0231
Justification: A project that affects waters shall not be permitted unless the existing uses,
and the water quality to protect such uses, are protected. Activities must not cause water
pollution that precludes any best use on a short-term or long-term basis. As cited in Stream
Standards: (2) Oils, deleterious substances, or colored or other wastes: only such amounts as
shall not render the waters injurious to public health, secondary recreation, or to aquatic life
and wildlife, or adversely affect the palatability offish, aesthetic quality, or impair the
waters for any designated uses, and (12) turbidity in the receiving water shall not exceed 50
Nephelometric Turbidity Units (NTU) in streams not designated as trout waters and 10 NTU
in streams, lakes, or reservoirs designated as trout waters, for lakes and reservoirs not
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designated as trout waters, the turbidity shall not exceed 25 NTU; if turbidity exceeds these
levels due to natural background conditions, the existing turbidity level shall not be
increased. As cited in Wetland Standards: (1) Liquids, fill or other solids, or dissolved gases
shall not be present in amounts that may cause adverse impacts on existing wetland uses;
and (3) Materials producing color or odor shall not be present in amounts that may cause
adverse impacts on existing wetland uses.
5. Sediment and erosion control measures shall not be installed in wetland or waters except
within the footprint of temporary or permanent impacts otherwise authorized by this
Certification. If placed within authorized impact areas, then placement of such measures
shall not be conducted in a manner that results in dis-equilibrium of any wetlands,
streambeds, or streambanks. Any silt fence installed within wetlands shall be removed
from wetlands and the natural grade restored within two (2) months of the date that
DEMLR or locally delegated program has released the specific area within the project to
ensure wetland standards are maintained upon completion of the project.
Citation: 15A NCAC 02H .0506(b), 15A NCAC 02H .0507(c); 15A NCAC 028.0200; 15A NCAC
028.0231
Justification: A project that affects waters shall not be permitted unless the existing uses,
and the water quality to protect such uses, are protected. Activities must not cause water
pollution that precludes any best use on a short-term or long-term basis. As cited in Stream
Standards: (2) Oils, deleterious substances, or colored or other wastes: only such amounts as
shall not render the waters injurious to public health, secondary recreation, or to aquatic life
and wildlife, or adversely affect the palatability offish, aesthetic quality, or impair the
waters for any designated uses; and (12) turbidity in the receiving water shall not exceed 50
Nephelometric Turbidity Units (NTU) in streams not designated as trout waters and 10 NTU
in streams, lakes, or reservoirs designated as trout waters; for lakes and reservoirs not
designated as trout waters, the turbidity shall not exceed 25 NTU; if turbidity exceeds these
levels due to natural background conditions, the existing turbidity level shall not be
increased. As cited in Wetland Standards: (1) Liquids, fill or other solids, or dissolved gases
shall not be present in amounts that may cause adverse impacts on existing wetland uses;
and (3) Materials producing color or odor shall not be present in amounts that may cause
adverse impacts on existing wetland uses.
6. Erosion control matting that incorporates plastic mesh and/or plastic twine shall not be
used along streambanks or within wetlands.
Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c)
Justification: A project that affects waters shall not be permitted unless the existing uses
(including aquatic life propagation and biological integrity), and the water quality to protect
such uses, are protected. Protections are necessary to ensure any remaining surface waters
or wetlands, and any surface waters or wetlands downstream, continue to support existing
uses during and after project completion. The Division must evaluate if the activity has
avoided and minimized impacts to waters, would cause or contribute to a violation of
standards, or would result in secondary or cumulative impacts.
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GC45O1
7. If the project is covered by NPDES Construction Stormwater Permit Number NCGO10000 or
NPDES Construction Stormwater Permit Number NCG250000, full compliance with permit
conditions including the erosion & sedimentation control plan, inspections and
maintenance, self -monitoring, record keeping and reporting requirements is required.
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 Stormwater Permit Number NCS000250.
Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c); 15A NCAC 02B .0200; 15A NCAC
02B .0231
Justification: A project that affects waters shall not be permitted unless the existing uses,
and the water quality to protect such uses, are protected. Activities must not cause water
pollution that precludes any best use on a short-term or long-term basis. As cited in Stream
Standards: (2) Oils, deleterious substances, or colored or other wastes: only such amounts as
shall not render the waters injurious to public health, secondary recreation, or to aquatic life
and wildlife, or adversely affect the palatability offish, aesthetic quality, or impair the
waters for any designated uses; and (12) turbidity in the receiving water shall not exceed 50
Nephelometric Turbidity Units (NTU) in streams not designated as trout waters and 10 NTU
in streams, lakes, or reservoirs designated as trout waters; for lakes and reservoirs not
designated as trout waters, the turbidity shall not exceed 25 NTU; if turbidity exceeds these
levels due to natural background conditions, the existing turbidity level shall not be
increased. As cited in Wetland Standards: (1) Liquids, fill or other solids, or dissolved gases
shall not be present in amounts that may cause adverse impacts on existing wetland uses;
and (3) Materials producing color or odor shall not be present in amounts that may cause
adverse impacts on existing wetland uses.
8. 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
Department of Transportation Construction and Maintenance Activities Manual, such as
sandbags, rock berms, cofferdams, and other diversion structures shall be used to minimize
excavation in flowing water.
Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c); 15A NCAC 02B .0200
Justification: Surface water quality standards require that conditions of waters be suitable
for all best uses provided for in state rule, and that activities must not cause water pollution
that precludes any best use on a short-term or long-term basis. As cited in Stream
Standards: (2) Oils, deleterious substances, or colored or other wastes: only such amounts as
shall not render the waters injurious to public health, secondary recreation, or to aquatic life
and wildlife, or adversely affect the palatability offish, aesthetic quality, or impair the
waters for any designated uses, and (12) turbidity in the receiving water shall not exceed 50
Nephelometric Turbidity Units (NTU) in streams not designated as trout waters and 10 NTU
in streams, lakes, or reservoirs designated as trout waters; for lakes and reservoirs not
designated as trout waters, the turbidity shall not exceed 25 NTU; if turbidity exceeds these
Page 9 of 15

DocuSign Envelope ID: 7AB8F9AE-0944-472F-9939-465216A3F5A9
GC4501
levels due to natural background conditions, the existing turbidity level shall not be
increased.
9. 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.
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.
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.
Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c); 15A NCAC 048.0125
Justification: In order to protect against impairment of water quality standards and best
usage of receiving and downstream waters, water quality based management practices
must be employed to protect against direct or indirect discharge of waste or other sources of
water pollution. Surface water quality standards require that conditions of waters be
suitable for all best uses provided for in state rule (including, at minimum: aquatic life
propagation, survival, and maintenance of biological integrity, wildlife, secondary contact
recreation, agriculture), and that activities must not cause water pollution that precludes
any best use on a short-term or long-term basis.
10. In -stream structures installed to mimic natural channel geomorphology such as cross -vanes,
sills, step -pool structures, etc. shall be designed and installed in such a manner that allow
for continued aquatic life movement.
Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c)
Justification: Surface water quality standards require that conditions of waters be suitable
for all best uses provided for in state rule, and that activities must not cause water pollution
that precludes any best use on a short-term or long-term basis. Ensuring that in -stream
structures are installed properly will ensure that surface water quality standards are met
and conditions of waters are suitable for all best uses.
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. If the width of the culvert is wider than the stream channel, the culvert shall
Page 10 of 15

DocuSign Envelope ID: 7AB8F9AE-0944-472F-9939-465216A3F5A9
GC4501
include multiple boxes/pipes, baffles, benches and/or sills to maintain the natural width of
the stream channel. If multiple culverts/pipes/barrels are used, low flows shall be
accommodated in one culvert/pipe and additional culverts/pipes shall be installed such that
they receive only flows above bankfull.
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 the culvert outlet is submerged within a pool
or scour hole and designed to provide for aquatic passage, then culvert burial into the
streambed is not required.
For structures less than 72" in diameter/width and in area where topographic constraints
dictate culvert slopes will be greater than 2.5%, 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,
sills, baffles etc.). Notification, including supporting documentation to include a location
map of the culvert, culvert profile drawings, and slope calculations, shall be provided to
DWR 30 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 30 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.
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.
Citation: 15A NCAC 02H .0506(b), 15A NCAC 02H .0507(c)
Justification: Surface water quality standards require that conditions of waters be suitable
for all best uses provided for in state rule, and that activities must not cause water pollution
that precludes any best use on a short-term or long-term basis. Ensuring that in -stream
structures are installed properly will ensure that surface water quality standards are met
and conditions of waters are suitable for all best uses.
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GC4501
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.
Citation: 15A NCAC 02H .0506(b), 15A NCAC 02H .0507(c)
Justification: Surface water quality standards require that conditions of waters be suitable
for all best uses provided for in state rule and that activities must not cause water pollution
that precludes any best use on a short-term or long-term basis. Ensuring that in -stream
structures are installed properly will ensure that surface water quality standards are met
and conditions of waters are suitable for all best uses.
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.
Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c); 15A NCAC 02B .0200
Justification: A project that affects waters shall not be permitted unless the existing uses,
and the water quality to protect such uses, are protected. Activities must not cause water
pollution that precludes any best use on a short-term or long-term basis. As cited in Stream
Standards: (2) Oils, deleterious substances, or colored or other wastes: only such amounts as
shall not render the waters injurious to public health, secondary recreation, or to aquatic life
and wildlife, or adversely affect the palatability offish, aesthetic quality, or impair the
waters for any designated uses.
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.
Citation: 15A NCAC 02H .0506(b), 15A NCAC 02H .0507(c); 15A NCAC 02B .0200
Justification: A project that affects waters shall not be permitted unless the existing uses,
and the water quality to protect such uses, are protected. Activities must not cause water
pollution that precludes any best use on a short-term or long-term basis. As cited in Stream
Standards: (2) Oils, deleterious substances, or colored or other wastes: only such amounts as
shall not render the waters injurious to public health, secondary recreation, or to aquatic life
and wildlife, or adversely affect the palatability offish, aesthetic quality, or impair the
waters for any designated uses.
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. All temporarily impacted sites shall be restored and stabilized with
native vegetation.
Page 12 of 15

DocuSign Envelope ID: 7AB8F9AE-0944-472F-9939-465216A3F5A9
GC4501
Citation: 15A NCAC 02H. 0506(b); 15A NCAC 02H .0507(c)
Justification: A project that affects waters shall not be permitted unless the existing uses,
and the water quality to protect such uses, are protected. Protections are necessary to
ensure any remaining surface waters or wetlands, and any surface waters or wetlands
downstream, continue to support existing uses after project completion.
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 General Certification.
Citation: 15A NCAC 02H .0506(b), 15A NCAC 02H .0507(c)
Justification: Surface water quality standards require that conditions of waters be suitable
for all best uses provided for in state rule, and that activities must not cause water pollution
that precludes any best use on a short-term or long-term basis. Ensuring that in -stream
structures are installed properly will ensure that surface water quality standards are met
and conditions of waters are suitable for all best uses.
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 streambed
elevation and streambank contours are restored and maintained and shall consist of clean
rock or masonry material free of debris or toxic pollutants. 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 be installed in a manner that precludes aquatic life passage.
Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c)
Justification: Surface water quality standards require that conditions of waters be suitable
for all best uses provided for in state rule, and that activities must not cause water pollution
that precludes any best use on a short-term or long-term basis. The Division must evaluate if
the activity has avoided and minimized impacts to waters, would cause or contribute to a
violation of standards, or would result in secondary or cumulative impacts.
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.
Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c), 15A NCAC 02B .0201
Justification: Surface water quality standards require that conditions of waters be suitable
for all best uses provided for in state rule, and that activities must not cause water pollution
that precludes any best use on a short-term or long-term basis. The Division must evaluate if
Page 13 of 15

DocuSign Envelope ID: 7AB8F9AE-0944-472F-9939-465216A3F5A9
GC4501
the activity has avoided and minimized impacts to waters, would cause or contribute to a
violation of standards, or would result in secondary or cumulative impacts.
19. Rip -rap groins proposed in accordance with 15A NCAC 07H .1401 (NC Division of Coastal
Management General Permit for construction of Groins in Estuarine and Public Trust Waters
and Ocean Hazard Areas) shall meet all the specific conditions for design and construction
specified in 15A NCAC 07H .1405.
Citation: 15A NCAC 02H .0507(c); 15A NCAC 07H .1400 et seq.
Justification: Surface water quality standards require that conditions of waters be suitable
for all best uses provided for in state rule, and that activities must not cause water pollution
that precludes any best use on a short-term or long-term basis. The Division must evaluate if
the activity has avoided and minimized impacts to waters, would cause or contribute to a
violation of standards, or would result in secondary or cumulative impacts.
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.
Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c); 15A NCAC 02B .0200
Justification: A project that affects waters shall not be permitted unless the existing uses,
and the water quality to protect such uses, are protected. Activities must not cause water
pollution that precludes any best use on a short-term or long-term basis. As cited in Stream
Standards: (2) Oils, deleterious substances, or colored or other wastes: only such amounts as
shall not render the waters injurious to public health, secondary recreation, or to aquatic life
and wildlife, or adversely affect the palatability offish, aesthetic quality, or impair the
waters for any designated uses.
21. Heavy equipment working in wetlands shall be placed on mats or other measures shall be
taken to minimize soil disturbance and compaction.
Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c); 15A NCAC 02B .0231
Justification: Wetland standards require maintenance or enhancement of existing uses of
wetlands such that hydrologic conditions necessary to support natural biological and
physical characteristics are protected, populations of wetland flora and fauna are
maintained to protect biological integrity of the wetland; and materials or substances are
not present in amounts that may cause adverse impact on existing wetland uses.
22. In accordance with G.S 143-215.85(b), the permittee 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.
Citation: 15A NCAC 02H .0507(c); N.C.G.S 143-215.85(b)
Page 14 of 15

DocuSign Envelope ID: 7AB8F9AE-0944-472F-9939-465216A3F5A9
GC4501
Justification: Person(s) owning or having control over oil or other substances upon notice of
discharge must immediately notify the Department, or any of its agents or employees, of the
nature, location, and time of the discharge and of the measures which are being taken or
are proposed to be taken to contain and remove the discharge. This action is required in
order to contain or divert the substances to prevent entry into the surface waters. Surface
water quality standards require that conditions of waters be suitable for all best uses
provided for in state rule (including, at minimum: aquatic life propagation, survival, and
maintenance of biological integrity; wildlife; secondary contact recreation; agriculture); and
that activities must not cause water pollution that precludes any best use on a short-term or
long-term basis.
23. The permittee 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.
Citation: 15A NCAC 02H .0506(b), 15A NCAC 02H .0507(c)
Justification: Surface water quality standards require that conditions of waters be suitable
for all best uses provided for in state rule, and that activities must not cause water pollution
that precludes any best use on a short-term or long-term basis. The Division must evaluate if
the activity has avoided and minimized impacts to waters, would cause or contribute to a
violation of standards, or would result in secondary or cumulative impacts.
24. 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 General Certification. A copy of this General
Certification shall be available at the project site during the construction and maintenance
of this project.
Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c)
Justification: Those actually performing the work should be aware of the requirements of
this 401 Water Quality General Certification to minimize water quality impacts.
History Note: Water Quality Certification (WQC) Number 4501 issued October 28, 2021 replaces
WQC 4175 issued February 1, 2019; WQC 4175 issued December 14, 2018; WQC 4144 issued
December 1, 2017; WQC 4097 issued March 6, 2017; WQC 3900 issued March 19, 2012; WQC
3641 and 3642 issued March 19, 2007; WQC 3371 and 3400 issued March 18, 2002; WQC 3274
issued June 1, 2000, WQC 3112 issued February 11, 1997, and WQC 3025 issued September 6,
1995.
Page 15 of 15

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ORIGINAL DRAWINGS FROM
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DATED APRIL 25, 2022.
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SPECIAL INSPECTIONS
STATEMENT OF SPECIAL INSPECTIONS
PROJECT: 100TTRAVEL LIFT PIER LOCATION: MOREHEAD CITY, INC OWNER: BANKS BOATWORKS
DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE: E.B. PANNKUK, PE
THIS STATEMENT OF SPECIAL INSPECTIONS IS SUBMITTED IN ACCORDANCE WITH THE 2018 NC BUILDING CODE PARAGRAPH 1704.3.1.
IT INCLUDES:
1. THE MATERIALS, SYSTEMS, COMPONENTS AND WORK REQUIRED TO HAVE SPECIAL INSPECTIONS OR TESTS BY THE
BUILDING OFFICIAL OR BY THE REGISTERED DESIGN PROFESSIONAL RESPONSIBLE FOR EACH PORTION OF THE WORK.
2. THE TYPE AND EXTENT OF EACH SPECIAL INSPECTION.
3. THE TYPE AND EXTENT OF EACH TEST.
4. ADDITIONAL REQUIREMENTS FOR SPECIAL INSPECTIONS OR TESTS FOR SEISMIC OR WIND RESISTANCE AS SPECIFIED IN
SECTIONS 1705.11, 1705.12, AND 1705.13.
5. FOR EACH TYPE OF SPECIAL INSPECTION, IDENTIFICATION AS TO WHETHER IT WILL BE CONTINUOUS, PERIODIC, OR
PERFORMED IN ACCORDANCE WITH THE NOTATION USED IN THE REFERENCED STANDARD WHERE THE INSPECTIONS ARE
DEFINED.
ARE SEISMIC REQUIREMENTS IN THE STATEMENT OF SPECIAL INSPECTIONS - 1704.3.2. - NO
ARE WIND REQUIREMENTS IN THE STATEMENT OF SPECIAL INSPECTIONS - 1704.3.3. - NO
THE SPECIAL INSPECTOR OF RECORD AND THE SPECIAL INSPECTIONS MATERIAL TESTING AGENCY WILL KEEP DAILY RECORDS OF SITE
OBSERVATIONS AND TESTS. THESE OBSERVATIONS WILL BE PROVIDED TO THE BUILDING INSPECTOR AND THE DESIGN PROFESSIONAL
IN RESPONSIBLE CHARGE. DAILY REPORTS WILL BE PROVIDED TO THE GENERAL CONTRACTOR ON THE DAY THAT THE OBSERVATION IS
PERFORMED. INTERIM REPORTS WILL BE PROVIDED TO THE BUILDING INSPECTOR AND THE DESIGN PROFESSIONAL IN RESPONSIBLE
CHARGE ON A WEEKLY BASIS. DISCREPANCIES WILL BE BROUGHT TO THE ATTENTION OF THE GENERAL
CONTRACTOR ON THE DAY THAT THEY ARE OBSERVED. ANY DISCREPANCIES THAT ARE THAT ARE NOT CORRECTED IN ACCORDANCE
WITH THE CONSTRUCTION DOCUMENTS WILL BE BROUGHT TO THE ATTENTION OF THE BUILDING INSPECTOR AND DESIGN
PROFESSIONAL IN RESPONSIBLE CHARGE. THE SPECIAL INSPECTOR OF RECORD WILL PROVIDE A STATEMENT OF SPECIAL INSPECTIONS
TO THE BUILDING INSPECTOR AND THE DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE AT THE COMPLETION OF THE PROJECT.
THE GENERAL CONTRACTOR IS TO MAKE THEMSELVES FAMILIAR WITH CHAPTER 17 OF THE 2018 INC BUILDING CODE. NOTE: THE
GENERAL CONTRACTOR IS NOT PERMITTED TO CONTRACT WITH THE SPECIAL INSPECTOR OF RECORD OR THE SPECIAL INSPECTIONS
MATERIAL TESTING AGENCY.
SCHEDULE OF SPECIAL INSPECTIONS
1705.3
REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION
CONTINUOUS
PERIODIC
TYPE
SPECIAL INSPECTIONS
SPECIAL INSPECTION
1. INSPECT REINFORCEMENT, INCLUDING PRESTRESSING TENDONS, AND
X
VERIFY PLACEMENT.
2. REINFORCING BAR WELDING:
a. VERIFY WELDABILITY OF REINFORCING BARS OTHER THAN ASTM
X
A706.
b. INSPECT SINGLE -PASS FILLET WELDS, MAXIMUM 5/16"; AND
X
c. INSPECT ALL OTHER WELDS.
X
3. INSPECT ANCHORS CAST IN CONCRETE.
X
4. INSPECT ANCHORS POST -INSTALLED IN HARDENED CONCRETE
MEMBERS.
a. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY
INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS.
X
X
b. MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED IN
4.a.
5. VERIFY USE OF REQUIRED DESIGN MIX.
X
6. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR
STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND
X
DETERMINE THE TEMPERATURE OF THE CONCRETE.
7. INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER
APPLICATION TECHNIQUES.
X
8. VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND
TECHNIQUES.
X
9. INSPECT PRESTRESSED CONCRETE FOR:
a. APPLICATION OF PRESTRESSING FORCES; AND
X
b. GROUTING OF BONDED PRESTRESSING TENDONS.
X
10.INSPECT ERECTION OF PRECAST CONCRETE MEMBERS.
X
11. VERIFY IN -SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF
TENDONS IN POST -TENSIONED CONCRETE AND PRIOR TO REMOVAL OF
X
SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS.
12.INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE
X
CONCRETE MEMBER BEING FORMED.
TABLE 1705.7
REQUIRED SPECIAL INSPECTIONS AND TESTS OF DRIVEN FOUNDATION ELEMENTS - STEEL PILE
CONTINUOUS
PERIODIC
TYPE
SPECIAL INSPECTIONS
SPECIAL INSPECTION
1. VERIFY ELEMENT MATERIALS, SIZES, AND LENGTHS COMPLY WITH THE
X
REQUIREMENTS.
2. DETERMINE CAPACITIES OF TEST ELEMENTS AND CONDUCT
X
ADDITIONAL LOAD TESTS, AS REQUIRED.
3. INSPECT DRIVING OPERATIONS AND MAINTAIN COMPLETE AND
X
ACCURATE RECORDS FOR EACH ELEMENT.
4. VERIFY PLACEMENT LOCATIONS AND PLUMBNESS, CONFIRM TYPE AND
SIZE OF HAMMER, DETERMINE REQUIRED PENETRATIONS TO ACHIEVE
X
DESIGN CAPACITY, RECORD TIP AND BUTT ELEVATIONS AND DOCUMENT
ANY DAMAGE TO FOUNDATION ELEMENT.
TABLE 1705.7
REQUIRED SPECIAL INSPECTIONS AND TESTS OF DRIVEN FOUNDATION ELEMENTS - TIMBER PILE
CONTINUOUS
PERIODIC
TYPE
SPECIAL INSPECTIONS
SPECIAL INSPECTION
1. VERIFY ELEMENT MATERIALS, SIZES, AND LENGTHS COMPLY WITH THE
X
REQUIREMENTS.
2. DETERMINE CAPACITIES OF TEST ELEMENTS AND CONDUCT ADDITIONAL
X
LOAD TESTS, AS REQUIRED.
3. INSPECT DRIVING OPERATIONS AND MAINTAIN COMPLETE AND
X
ACCURATE RECORDS FOR EACH ELEMENT.
4. VERIFY PLACEMENT LOCATIONS AND PLUMBNESS, CONFIRM TYPE AND
X
SIZE OF HAMMER, DETERMINE REQUIRED PENETRATIONS TO ACHIEVE
DESIGN CAPACITY, RECORD TIP AND BUTT ELEVATIONS AND DOCUMENT
ANY DAMAGE TO FOUNDATION ELEMENT.
STRUCTURAL NOTES
GENERAL NOTES:
1. THE STRUCTURAL NOTES SHALL BE USED IN CONJUNCTION WITH THE STRUCTURAL
DRAWINGS.
2. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE PROVISIONS OF THE 2018
INC BUILDING CODE.
3. DESIGN LOADS:
a. 100 BFMII BY MARINE TRAVELIFT
b. 300 plf WAVE LOAD ON FLOATING DOCK - TRANSIENT VESSELS ONLY (NO VESSELS
ALLOWED WITHIN 48 HOURS OF A NAMED STORM)
C. 5 FPS CURRENT
d. GANGWAY - 100 psf
e. WALKWAY LIVE LOAD - 100 psf
4. THE CONTRACTOR SHALL FIELD VERIFY THE DIMENSIONS, ELEVATIONS, AND OTHER
REQUIREMENTS NECESSARY FOR THE PROPER CONSTRUCTION AND ALIGNMENT OF THE
STRUCTURE.
5. THE CONTRACTOR SHALL MAKE ALL MEASUREMENTS NECESSARY FOR FABRICATION AND
ERECTION OF STRUCTURAL MEMBERS.
6. ALL SPECIFICATIONS REFER TO LATEST EDITION.
STRUCTURAL STEEL:
1. ALL STRUCTURAL STEEL TO BE HOT DIPPED GALVANIZED UNLESS NOTED OTHERWISE.
2. STRUCTURAL STEEL:
PIPE: ASTM 252 GRADE 4 (50 ksi MINIMUM)
HP: ASTM A572 GRADE 50 EPDXY COATED TO BE APPLIED TO 10' BELOW THE DREDGE
ELEVATION.
C: ASTM A36
3. WELDING TO COMPLY WITH AWS RECOMMENDATIONS FOR EACH SPECIFIC WELD AND THE
WELDER TO BE CERTIFIED FOR EACH SPECIFIC WELD THEY ARE PERFORMING. USE E70 SERIES
ONLY.
CONCRETE:
1. REINFORCED CONCRETE TO CONFORM WITH ACI 301 LATEST EDITION. THE CONTRACTOR WILL
COMPLY WITH ACI 301 AND ACI 318. CONCRETE TO BE PLACED PER ACI 304R (ACI 305R DURING
HOT WEATHER / ACIR DURING COLD WEATHER - BELOW 40 DEGREES). CONTRACTOR TO
PROVIDE MIX DESIGN FOR ENGINEER APPROVAL. THE MIX DESIGN MUST HAVE A MINIMUM OF
10 SAMPLE BREAKS SHOWING THE REQUIRED MINIMUM 28 DAY STRENGTH. SLUMP PER ACI
RECOMMENDATIONS.
2. 28 DAY CONCRETE STRENGTH - 4,000 PSI
3. REINFORCING STEEL:
a. REBAR: ASTM A615, GRADE 60
b. WELDED WIRE FABRIC: ASTM 185.
4. CONCRETE CLEAR: 2"
5. NO FLY ASH PERMITTED.
6. LAP SPLICE: SEE LAP SPLICE CHART.
7. CONCRETE MIX DESIGN TO INCLUDE 4.5 GAL/CY OF CORROSION INHIBITING ADMIXTURE.
8. CONCRETE TO INCLUDE 6-8% AIR ENTRAINMENT.
9. INCLUDE MASTER BUILDER UW450 ANTI -WASHOUT ADDITIVE.
ALUMINUM:
1. GC TO PROVIDE GANGWAY SHOP DRAWINGS SEALED BY A PE.
2. STRUCTURAL MEMBERS: 6061 ALUMINUM ALLOY
3. ALUMINUM WELDS TO COMPLY WITH W59.2-18 RECOMMENDATIONS. WELDER TO BE CERTIFIED
FOR EACH SPECIFIC WELD THEY ARE PERFORMING. PROVIDE DOCUMENTATION TO ENGINEER.
4. FASTENERS IN CONTACT WITH ALUMINUM TO BE ALUMINUM OR 304 STAINLESS STEEL.
ENVIRONMENTAL:
1. THE CONTRACTOR IS RESPONSIBLE TO PREVENT CONTAMINATES, DEBRIS, POLLUTION, OR
SEDIMENT FROM ENTERING THE WATERWAY. THE CONTRACTOR WILL NOT DIRECTLY RETURN
WATER OR ALLOW STORM WATER TO DIRECTLY ENTER THE WATERWAY.
2. THE CONTRACTOR IS RESPONSIBLE TO USE SCREEN OR OTHER PROTECTIVE EQUIPMENT TO
KEEP CONSTRUCTION DEBRIS FROM ENTERING THE WATERWAY. THE OWNER RETAINS THE
THE AUTHORITY TO REQUIRE ADDITIONAL ENVIRONMENTAL PROTECTION IF THE
CONTRACTOR HAS NOT INSTALLED ADEQUATE PROTECTION TO BE AFFECTIVE.
GEOTECHNICAL:
1. SEE RFTS PROJECT NO. 2564-22 DATED MAY 8, 2022.
SEE RFTS PROJECT NO. 2564-22 DATED JUNE 20, 2022.
MISCELLANEOUS:
1. THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SHORING AND BRACING REQUIRED TO
HOLD THE STRUCTURE IN PROPER ALIGNMENT UNTIL PERMANENT SUPPORTS ARE IN PLACE.
2. **THE STRUCTURAL DRAWINGS DO NOT ADDRESS SAFETY. SAFETY IS SOLELY THE GENERAL
CONTRACTOR'S RESPONSIBILITY. SAFETY MUST BE THE MOST IMPORTANT FACTOR AT ALL
TIMES DURING CONSTRUCTION. SAFETY CANNOT BE COMPROMISED AT ANY TIME.
100 BFMII BY MARINE TRAVELIFT
1 ,
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LOAD PER CORNER:
VERTICAL MAX LOAD = 90,000 Ibs
LATERAL MAX LOAD = 9,000 Ibs
STATURE
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ENGINEERING
STRUCTURAL ENGINEERING
& PROJECT MANAGEMENT
PO BOX 100
CAROLINA BEACH, NC 28466
P: 910-622-5261
PROJECT TITLE
BANKS BOAT
WORKS
MOREHEAD CITY, NC
SHEET TITLE
STRUCTURAL
NOTES, SPECIAL
INSPECTIONS, AND
SITE PLAN
ISSUE BLOCK
MARK
DATE
DESCRIPTION
PROJECT NO: 22028
DATE: 11 /22/2022
SCALE: AS NOTED
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DATED APRIL 25, 2022.
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101 S- TU RE
ENGINEERING
STRUCTURAL ENGINEERING
& PROJECT MANAGEMENT
PO BOX 100
CAROLINA BEACH, NC 28466
P: 910-622-5261
PROJECT TITLE
BANKS BOAT
WORKS
MOREHEAD CITY, NC
SHEET TITLE
CONTOUR PLAN
ISSUE BLOCK
MARK
DATE
DESCRIPTION
PROJECT NO: 22028
DATE: 11 /22/2022
SCALE: AS NOTED
DRAWN BY: SSW
PROJ MGR: EBP
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1 N.T.S.
DATED APRIL 25, 2022.
ol STATURE
S'
ENGINEERING
STRUCTURAL ENGINEERING
& PROJECT MANAGEMENT
PO BOX 100
CAROLINA BEACH, NC 28466
P: 910-622-5261
PROJECT TITLE
BANKS BOAT
WORKS
MOREHEAD CITY, NC
SHEET TITLE
PROJECT AREA
PLAN
ISSUE BLOCK
MARK
DATE
DESCRIPTION
PROJECT NO: 22028
DATE: 11 /22/2022
SCALE: AS NOTED
DRAWN BY: SSW
PROJ MGR: EBP
SO.2

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ol STATUR77
ENGINEERING
STRUCTURAL ENGINEERING
& PROJECT MANAGEMENT
PO BOX 100
CAROLINA BEACH, NC 28466
P: 910-622-5261
PROJECT TITLE
BANKS BOAT
WORKS
MOREHEAD CITY, NC
SHEET TITLE
NEW PIER PLAN
& SECTION
ISSUE BLOCK
MARK
I DATE
DESCRIPTION
PROJECT NO: 22028
DATE: 11 /22/2022
SCALE: AS NOTED
DRAWN BY: SSW
PROJ MGR: EBP
si-0

HDG L6x6xl/2 W/
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ELEVATION 8.0' NAVD 88
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SEE G'
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FASTEN TO PILES W/
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INEERING
STRUCTURAL ENGINEERING
& PROJECT MANAGEMENT
PO BOX 100
CAROLINA BEACH, NC 28466
P: 910-622-5261
PROJECT TITLE
BANKS BOAT
WORKS
MOREHEAD CITY, NC
SHEET TITLE
NEW PIER PLAN
& SECTION
ISSUE BLOCK
MARK
I DATE
DESCRIPTION
PROJECT NO: 22028
DATE: 11 /22/2022
SCALE: AS NOTED
DRAWN BY: SSW
PROJ MGR: EBP
S1.1

500 DREDGE
ELEVATION 6.5' NAVD 88
rev 1z�i
SECTION
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NOTE: STAGGER PT 6x6 SPLICE CONNECTIONS.
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75' DROP ZONE 92'-6"
550 600
- - - -- - - - - --
650
- - - - --- - - - - -
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NEW PIER ELEVATION
SCALE: 1 /16"= 1'- 0"
NOTE: MSL DATUM IS 1.44' ABOVE MLW.
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-------------------------
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BAR SIZE
DEVELOPMENT LENGTH
(in)
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4
15"
5
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6
24"
7
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STATURE
ENGINEERING
STRUCTURAL ENGINEERING
& PROJECT MANAGEMENT
PO BOX 100
CAROLINA BEACH, NC 28466
P: 910-622-5261
PROJECT TITLE
BANKS BOAT
WORKS
MOREHEAD CITY, NC
SHEET TITLE
NEW PIER
ELEVATION, AND
SECTIONS
ISSUE BLOCK
MARK
I DATE
DESCRIPTION
PROJECT NO: 22028
DATE: 11 /22/2022
SCALE: AS NOTED
DRAWN BY: SSW
PROJ MGR: EBP
S1.2

0 -U
PT 2x8 @ 16" O.C.
GUARDRAIL DETAIL
SCALE: 3/4" = 1' - 0"
GC TO PROVIDE
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GANGWAY PLATFORM
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PT 2x8 ATACH TO POST
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W/ 3" SCREWS @ 16" O.C.
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PT 2x6
PT 2x8
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PT 2x8 - CUT DOWN TO 3 3/4"
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(1) BELOW EACH PT 2x12
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PT 6x6
PT 2x8 - CUT DOWN TO 3 314"
3/4" 0 S/S THREADED ROD @ 16" O.C.
EPDXY WI HILTI HIT HY200
(2) H2.5A - S/S BY SIMPSON TIE
GUARDRAIL DETAIL
SCALE: 3/4" = 1' - 0"
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PT 2x8
N8 - CUT DOWN TO 3 3/4"
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)XY W/ HILTI HIT HY 200
SCALE: 3/4" = 1' - 0"
TOP RAIL SPLICE
SCALE: 3/4" = 1' - 0"
CARRIAGE BOLTS
TOP RAIL SPLICE BOLT SPACING
SCALE: 1 1/2" = 1' - 0"
S TA TU R E
ENGINEERING
STRUCTURAL ENGINEERING
& PROJECT MANAGEMENT
PO BOX 100
CAROLINA BEACH, NC 28466
P: 910-622-5261
PROJECT TITLE
BANKS BOAT
WORKS
MOREHEAD CITY, NC
SHEET TITLE
GUARDRAIL AND
GANGWAY
SECTIONS AND
DETAILS
ISSUE BLOCK
MARK
I DATE
DESCRIPTION
PROJECT NO: 22028
DATE: 11 /22/2022
SCALE: AS NOTED
DRAWN BY: SSW
PROJ MGR: EBP
S1-3

BANKS BOAT WORKS
BEAUFORT
CARTERET COUNTY, NC
INVESTIGATIONAL SURVEY
April 22nd, 2022
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TI Coastal Services, Inc.
387-B N. Green Meadows Drive
Wilmington, NC 28405
910.821.1358
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1. Horizontal Datum: NC State Plane -Zone 3200, NAD83(2011), Survey Feet
2. Vertical Datum: MLW, Feet
Vertical Datum BEAUFORT 3. MLW conversion of 1.9' derived from NOAA VDatum for local area (NC Inland
Z:\LOGOS\TlCoastal-LOGO.jpg conversion Graphic Scale Waterways and sounds).
Ha voa6 CARTERET COUNTY, NC l� 4. Data collected by TI Coastal on April 22nd, 2022 and represent conditions at that time.
01 251 50• 100• 5. Soundings are expressed in depths and in feet and tenths.
E. INVESTIGATIONAL SURVEY
Scale: 1"= 100' 6. 2020 Aerial downloaded from INC One Map on April 23rd, 2022.
MLW
TI Coastal Services, Inc.
387-B N. Green Meadows Drive DWG NAME: Banks Boat Works.dwg
Wilmington, NC 28405 Layout &Control DWG DATE: April 25th, 2022 SURVEY DATE: April 22nd, 2022
910.821.1358
SCALE: 1" = 100' SHEET: 2 OF 4

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1. Horizontal Datum: NC State Plane - Zone 3200, NAD83(2011), Survey Feet
2. Vertical Datum: MLW, Feet
Vertical Datum BEAUFORT 3. MLW conversion of 1.9' derived from NOAA VDatum for local area (NC Inland
Z:\LOGOS\TlCoastal-LOGO.jpg conversion Gra hic Scale Waterways and Sounds) .
HAv0ss CARTERET COUNTY, NC %3 4. Data collected by TI Coastal on April 22nd, 2022 and represent conditions at that time.
0' 25• 50, iiiiii+oo' S. Soundings are expressed in depths and in feet and tenths.
INVESTIGATIONAL SURVEY
Scale: 1"= 100' 6. 2020 Aerial downloaded from NC One Map on April 23rd, 2022.
MLW
TI Coastal Services, Inc.
387-B N. Green Meadows Drive
DWG NAME: Banks Boat Works.dwg
Wilmington, NC 28405 Contours & Bathymetry DWG DATE. April 25th, 2022 SURVEY DATE: April 22nd, 2022
910.821.1358
SCALE: 1" = 100' SHEET: 3 OF 4

X:2694139 10+50 Length:1150 Azimuth: 100 X:2695271
Y: 391585 Y: 391381
0 100 200 300 400 500 600 700 800
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220422 Survey DBL 200 Fhln
10+50 Depth 20 Ft:ln
X:2694166 12+00 Length:1150 Azimuth: 100 X:2695297
Y: 391733 Y: 391528
0 100 200 300 400 500 600 700 800
-15 -15
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0 0
5 5
10 10
15 15
20 20
220422 Survey DBL 200 Fhln
12+00 Depth 20 Ft: In
X:2694148 11+00 Length:1150 Azimuth: 100 X:2695280
Y: 391635 Y: 391430
0 100 200 300 400 500 600 700 800
-15
-15
-10
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20
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220422 Survey DBL 200 Ft:ln
11+00 Depth 20 FhIn
X:2694175 12+50 Length:1150 Azimuth: 100 X:2695306
Y: 391782 Y: 391578
0 100 200 300 400 500 600 700 800
-15 -15
-10 -10
-5 -5
0 0
5 5
10 10
15 15
20 20
220422 Survey DBL 200 Ft:ln
12+50 Depth 20 Ft:ln
X:2694193 13+50 Length:1150 Azimuth: 100 X:2695324
Y: 391881 Y: 391676
0 100 200 300 400 500 600 700 800
-15 -15
-10
-10
-5
0
-5
0
5
5
10
10
15
15
20
20
220422 Survey DBL 200 Ft:ln
13+50 Depth 20 FhIn
X:2694157 11+50 Length:1150 Azimuth: 100 X:2695289
Y: 391684 Y: 391479
0 100 200 300 400 500 600 700 800
-15
-15
-10
-10
5
0
-5
0
5
5
10
10
15
15
20
20
220422 Survey DBL 200 Ft:ln
11+50 Depth 20 R:ln
X:2694184 13+00 Length:1150 Azimuth: 100 X:2695315
Y: 391831 Y: 391627
0 100 200 300 400 500 600 700 800
-15
-15
-10
7
.10
-5
0
.5
0
5
5
10
10
15
15
20
20
220422 Survey DBL 200 Ft:ln
13+00 Depth 20 Ft: In
BANKS BOAT WORKS
Horizontal
Notes:
1. Horizontal Datum: NC State Plane -Zone 3200, NAD83(2011(, Survey Feet
Z:\LOGOS\TlCoastal-LOGO.jpg
Vertical Datum
Conversion
HAvoea
BEAUFORT
CARTERET COUNTY NC
r
Graphic Scale
01 50• 100• zoo•
2. Vertical Datum: MLW, Feet
3. MLW conversion of 1.9' derived from NOAA VDatum for local area (NC Inland
Watema s and Sounds
y
4. Data collected By TI Coastal on April 22nd, 2022 and represent conditions at that time.
5. Soundings are expressed in depths and in feet and tenths.
Scale: 1 - = 200'
190
MLW
INVESTIGATIONAL SURVEY
Vertical
TI Coastal Services, Inc.
387-B N. Green Meadows Drive
Wilmington, NC 28405
Graphic Scale
0 5 to za•
Cross Sections Stations 10+50 to 13+50
DWG NAME: Banks Boat Works.dwg
DWG DATE. April 25th, 2022
SURVEY DATE: April 22nd, 2022
Scale: 1" = 20'
SCALE, AS SHOWN
SHEET. 4 OF 4
910-821-1358

NOTE:
ON -SITE BUILDINGS
ON -SITE SIDEWALKS, CONC PADS
❑A
5200 SF EXIST BOATSHOP
35 SF EXIST TRANSFORMER PAD
©
783 SF PROPOSED OFFICE
80 SF EXIST TRANSFORMER PAD
1)
230 SF OF 2310 SF RIPRAP LANDWARD OF MHW IS IN THE 30' TO 75'
©
6000 SF PROPOSED BLDGS
60 SF EXIST ELECTRIC PANEL/KIOSK PAD
CAMA AEC. THUS 2080 SF PROPOSED RIPRAP IS WITHIN THE 30'
11983 SF TOTAL BLDGS
40 SF PROPOSED TRANSFORMER PAD
CAMA AND DEMLR BUFFER. 2080+188+182= 2450 TOTAL SF OF WATER
60 SF PROPOSED ELECTRIC PANEL/KIOSK PAD
DEPENDENT PROJECT IMPERVIOUS IS WITHIN THE 30' BUFFER.
100 SF PROPOSED TRANSFORMER PAD
375 SF TOTAL SIDEWALK & CONCRETE PADS
2)
RIP RAP BETWEEN TRAVELIFT PIERS IS SHOWN AS DISCONTINUOUS
2310 SF IMPERVIOUS SURFACE AT TIME OF CONSTRUCTION IT WILL
BE CONTINUED UNDERNEATH THE PIERS THUS TOTALING
2310+188+152=2650 SF RIPRAP FOOTPRINT LANDWARD OF MHW.
CAMA/COE ALLOW RIPRAP BELOW MHW. APPROXIMATE RIPRAP
GENERAL OR OTHER PERMIT WILL BE OBTAINED PRIOR TO
CONSTRUCTION.
3)
TRAVELIFT APPROACH APRON STEMWALL/FOOTING TO BE PER
STRUCTURAL ENGINEER FINAL DRAWINGS. PROPOSED GRADES FOR
SITE SLOPE TO EXISTING PERIMETER SWALE INDICATE THIS
7
)3
ON -SITE PARKING, DRIVES AND TRAVEL LIFT
,�-
D❑
60,764 SF EXIST GRAVEL BOATYARD
00
E❑
7,189 SF PROPOSED CONCRETE TRAVEL LIFT APRON OUTSIDE OF CAMA 75, AEC
7
Na
F❑
3,520 SF PROPOSED CONCRETE TRAVEL LIFT APRON WITHIN 30'-75' CAMA AEC
©
370 SF CONCRETE TRAVEL LIFT PIERS WITHIN 30' BUFFER
H❑
2,310 SF PROPOSED RIPRAP LANDWARD OF MHW
74,153 SF TOTAL OTHER
A
OFFSITE
I❑
609 SF GRAVEL TRAVEL LIFT DRIVE TO ADJACENT PROPERTY
-A
O
m
SITE
o
a
ENGINEER'S APPROACH WITHOUT SUCH FINAL DRAWINGS.
4) PAD DOES NOT INCLUDE THE TWO 144 SF SHED BLA FOUNDATIONS, —
SO AS TO NOT COMMON SKID MOUNTED SHED OR SHEDS WITH PILE —
FOUNDATION TO RAISE TO A HIGHER FINISHED FLOOR ELEVATION. IF / - �-
SHEDS HAVE A CONCRETE SLAB, THEN ALLOWABLE SIZE IS
818+144+144=1106 SF. ADDITIONALLY, WALKAWAY CAN BE o z
GRAVELAND SHED BUMPOUT/FOUNDATION CAN BE CONCRETE. /
Q Q I I EXISTING BUILDING
5 EXISTING SWALE/EXISTING DITCH INFO AND LABELING FROM �- W /
PREVIOUS ENGINEER FROM PRIOR OWNER CORE CREEK MARINE Q _z z U /
1 0
HAULOUT FACILITY FROM 2005/2006, AUTOCAD BASE DRAWING, FROM U 2
mRPO 2469
Y EQUPIENi CO. I
ATLANTIC COAST PROFESSIONAL SURVEYING, PA. THIS WAS PRIOR Z W 1 CO W jh k - RUGH, NC 27NO
TO STORMWATER PUTTING TOGETHER REGULATIONS ON Q LL
NOMENCLATURE.lwf
W rl�-
6) THE DATA LISTED IN THE WATER AREA IS ACTUAL BOTTOM
ELEVATIONS. TO OBTAIN THE WATER DEPTHS SUBTRACT 0.2' FROM
THE LISTED ELEVATION. WATER DEPTHS WERE MEASURED AT MID Y / /21
TIDE 09/28/05 404 AND COASTAL WETLAND ARE MOSTLY CONGRUOUS W / 1 / ' I ` �-� J-I J- I -L _L I� L1 �I I I�
COASTAL WETLAND UPDATE JUNE 2019 U /L �� l 1 I
co
7) CAW APPROVED TRAVELIFT PIER WITH CONCRETE APPROACH 10,750 Q / / I I I T .�
SF CAMA 131 06 DWG C2 3 18 13 PER CAMA MMON MOD.5 14 13 INV: 3.5
FH
EIR
Q / I _ �- Nas°os'oo°w z EX. 24"RCP INV 1.3g1 r
SEE 3-18-13 CAMA DETAIL MARSH LINE ` `� —84-\ 203 LF - 6" SCH 80 PVC @ 1.4% p
8) PROPOSED #57 STONE, 4" MIN. THICK ON A GEOTEXTILE 12,360 SF DRAWINGS FOR APPROVED / 1 �.
TOTAL PERVIOUS "BOATYARD" LANDWARD OF 30' BUFFER MARINE SLIP LAYOUT AND I 8 8 .� \�- - ° Ex. DITCH INV 1.06' 2 �Z
RAISED WOOD WALKWAY � i Nss°os'oo"w s$a
— —� — ________D 43
__ 397.21
APPROVED MINOR MOD 5-14-13 I 20' MBL �,. TRANSFORMERS - - - - - - - - - - - _ _ _ _ _ _ _
I I 30' CAMA & DEMLR u � 4 0 — — ELECTRICAL 20' SETBACK
a o' _ — — \
DREDGE AREA / BUFFER FROM MHW Q _ 5 0 _� PEDESTAL — — \
SEE NOTE #6 I k g � ELECTRICAL ___0 6.00 0 0 \
/ I 196.2"/ / / MEAN HIGH WATER — U PAN Et— 4
BEAUFORT,
NORTH CAROLINA
VICINITY MAP
Q
—0
SENSATION WEIGH 60' R/W (PAVED, PRIVATE)
51
sos
O. 01,
s90
s
/ I ' COASTAL WETLAND 100, 4
80' p d --4_\\ //
1./
60
3' MEAN HIGH WATER ` COASTAL WETLAND TOTAL 7.0 — d
81'X d /
I I / l � �
FLOATING DOCK / ` PROPOSED [ad d d a \
d Q /
_ �/ 6000SF
ao a ° dco 4 //
I I I 1 BUFFER FROM MHW 18' p d \d /
30' GANGWAY / \ X7.05 4 /
' SEE NOTE #8 A d d a a �
43.5" /
I 163.5' / © 112, d /
3 TIMBER PILE ' _ x© / � _ 25.6 1Q OQ 4d dd ad
DOLPHIN 39.1' EXISTING w EXISTING GRAVEL
'BUILDING
� : 61,072 SFFG 8.0 a BOATYARD
5200SFd ad a x7.00
j 7,189 SF±O p /
TRAVELIFT
30' GANGWAY / ° FF 8.5 d
, d
\ ` a ° F❑ a APRON OUTSIDE d /
OF 75' AEC _ ° o/ a d a d d STORMWATER PERMIT BUA
L FG 8.0 °° ° d OIL & GREASE SEPARATOR / 8Q PROPOSED PERMIT
I d a d i �� IMPERVIOUS AREA
J I BRACING
U Vo X6 1 a a° d ° a INV OUT: 6.5 /d d d a d _ ON -SITE BUILDINGS 11,983 SF
81.0'
co
SET w o 0 33.75' x 80' CONCRETE a ON -SITE SIDEWALKS,PADS 375 SF
i / I / TEES (TYP) ' o 0000000FOG 8.0 a ° 4 FG 8.0 WASH PAD 0�.
COAST M o 0 0 0 0 ° a_ ON -SITE PARKING, DRIVES
AL Vl/ET� o°O°o °0 ° SEE NOTE #7 °, d a °Nry�
81' x 8' / / / MEAN HIGH AND 00°° ° °o o °°o E❑ ° a 4 d ow Mo / AND TRAVEL LIFT 74,153 SF
FLOATING DOCK / WATER o°0 0000 °o °o` o°o 0 0 0 o d ON -SITE FUTURE 0 SF M O O O O"O O O O O O O O O O
I Ik O O O O O O O O O O O O O O O O O O O O O O O
75' CAMA AEC o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �
g o 0 000000000 00000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 / OFF -SITE 609 SF
i I o 0 0 0 0 0 0 o O O O O O O O
/I O°O°O°O°O°O O 0O0O0000000OoO_ 010,0 010, O°O°O°O000 °O°O°O°O° �
000 0 0 0 0 0 0 0 0 0 0 0 6.0 TOTAL IMPERVIOUS 87,120 SF = 2.0 AC
co, ( © °o°o°o°o o' 16,342SF LANDWARD OF 30' CAMA o 0 0 0 0 / /
0 0 0 0 0 /
U' oo°o 00000° 0000000000000 °°o°o00000 i / PROJECT AREA 182,080 SF
0 0 0 0 0 0' BUFFER PROPOSED #57STONE o 0 0 0
Q o°o° °00°0 0 0 00000 0 00 SHEET FLOW GRAVEL AREA
0 0 0 0 0 0 (MIN 4" THICK) ON GEOTEXTILE, 0 0 0 o 0 0 0 0
80, I / H❑ o°o°o o°o° °o o° °0°0°000000 0 TO EXIST PERIMETER SWALE
W / I ` 000000 00 00, PERVIOUS SURFACE 00 00000000°0°0°0° `�00 IMP% 47.8%
/000 ` / 0.000.0000.00. O l O O O O /
.,.,o0000 20SETBA�ii-------------
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 — — — — — — — — — — — — — — — — — — — — — — — — —_
O O O O O O O O O O O O O O O O O O O O O O_
/ � � O O O O O O�O�O�O�O�Q�Q�Q.aO�Oa°�,� � o 0 0 0 0 (-
r ` - 0000000� o°o°o°o°o°o°o°o°o°o°0 4 °0°0°0° °o° EXIST SWALE @ 0.2% SITE IMPERVIOUS IS PREDOMINANTLY GRAVEL BOATYARD, WITH
rH °00°00°0000 °0°0000000000000 0 o000, -000 0-0I0 0 0. _ / MISC CONCRETE PADS/APRONS & PROJECT CON -EX BOXES.
N88°51'50"W
/ — 784.61' 20' DRAINAGE EASEMENT THIS PERMIT PROPOSEs 16,342 SF OF #57 STONE, 4" MIN THICK,
7o�o� 40LF - 12" RCP ON A GEOTEXTILE AND GEOGRID, CONSIDERED BY STATE OF NC
/ MARSH LINE SEE NOTE #1 / / ❑I SEE NOTE #3
GRAVEL
�i LEGISLATURE AS PERVIOUS.
SEE NOTE #2 SEE NOTE #4 SEE NOTE #5
o h• DRIVE
CAW APPROVED TRAVELIFT PIER WITH
#57 STONE IS NOT CONCRETE APPROACH 10,750 SF CAMA
II / BUFFER/CAMA 30I AEC MOD 5-114- 3C2 3 18 13 PER LAMA MMON PROPOSED CONDITIONS -ADD #57 STONE, 4" MIN. THICKNESS,
I / ON A GEOTEXTILE 16,342 SF "PERVIOUS"
I I N/F HOBBY WORLD DEVELOPMENT, INC
L I I I DBA TRU WORLD
120 INDUSTRIAL AVE
LITTLE FERRY, NJ 07643
NOT IN PROJECT
Legend
CB
Con
Con -Ex Box, Pods. Etc
Typ 8'x20' or 8'x40'
4" #57 STONE ON A GEOTEXTILE
Protect Related, SA-HQW,
CONCRETE Several Periodically
STREAM INDEX 21-24
Sited on Gravel thus not counted separately
y THERE ARE WETLANDS ON THIS SITE WHITE OAK RIVER BASIN
/
THERE ARE SURFACE WATERS ON THIS SITE
a
a UPLANDS OF LOT IS ONE DRAINAGE AREA = DRAINAGE AREA 1: RECEIVING STREAM: CORE CREEK/ICW
d
PROPOSED #57 STONE LOW DENSITY STORMWATER PLAN
Building EXISTING (MIN 4" THICK) ON GEOTEXTILE,
"Roofprinf" GRAVELPERVIOUS SURFACE SW8-190814
(existing)
SW-2 Rev 7
NOVEMBER 07, 2022
MHW & CAMA 131-06 Minor Modification
PROPOSED RIPRAP PER
30' CAMA AEC & SW BUFFER CAMA PERMIT: TRAVEL LIFT
APPROACH SLOPE TO WATER
75' CAMA AEC FG 8.0
PROPERTY LINE —
PROPOSED GRADING
MARSH (WATER SIDE, APPX) COASTAL WETLAND (JUNE 2019)
THIS SITE IS LISTED IN SW8-980926, WHITEWATER (SHEARLINE) SUBDIVISION, JARRETT BAY MARINE INDUSTRIAL PARK - NORTH AND SOUTH, AND DEED RESTRICTED IMPERVIOUS (2.0 AC)
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